m-dot report no. 44 state highway bridges, … · state highway bridges, culverts and grade...

M-DOT REPORT NO. 44STATE HIGHWAY BRIDGES, CULVERTS

AND GRADE SEPARATIONSCONSTRUCTION AND TECHNOLOGY DIVISION

2001 - 2004

MICHIGAN DEPARTMENT OF TRANSPORTATION

MDOT REPORT NUMBER 44

STATE HIGHWAYBRIDGES AND GRADE SEPARATIONS

2001-2004

BRIDGE OPERATIONS UNITCONSTRUCTION AND TECHNOLOGY DIVISION

JACK L. GINGRASS, VICE CHAIRMANBETTY JEAN AWREYTED B. WAHBY

STATE TRANSPORTATION COMMISSION

BARTON W. LABELLE, CHAIRMAN

DIRECTORGREGORY J. ROSINE

LOWELL B. JACKSONJOHN W. GARSIDE

FOREWORD

This report contains a list of all bridges and grade separations carrying Michigan Department of Transportation (MDOT) state trunklinesor structures crossing state trunklines. In addition, all culverts on state trunklines whose total length (along road centerline) is 10 to 20feet are included.

This edition presents structure number, trunkline number, facilities carried, feature intersected, location, type of structure, number ofspans, total length, wearing surface, roadway widths, vertical clearances, design load, and the year the structure was built andreconstructed.

This is a complete record of all structures which were built or under construction as of August 1, 2001, on which data was available. Inaddition, proposed structures on new alignments are included. Data on proposed structures is for information only and should not beconstrued as assurance that the structures will be built.

Underclearance data presented in this report are as per actual field measurements. These values will be different from clearancesappearing on signs attached to bridges. Underclearance data is subject to change, therefore the information in this book cannot be usedfor routing overheight vehicles.

Information and data contained in this report are intended for internal use of MDOT only. Outside agencies having a purpose for thisreport may purchase copies through MDOT Publications at (517)335-2518.

The data contained in this publication is in continuous review and revision. Questions or comments regarding information contained inthis report should be referred to the Bridge Operations Unit, Construction & Technology Division, at (517)322-1398.

Number of Copies Printed: Total Cost: Cost Per Copy:

Bridges & Grade SeparationsCodes Used For Structure Type

101 Concrete Slab104 Concrete Tee Beam107 Concrete Rigid Frame111 Concrete Arch - (Earth filled)119 Concrete Culvert124 Concrete Arch - Open Spandrel125 Concrete Girder - Thru (Incl. Conc. Camelbacks)201 Concrete Continuous Slab204 Concrete Continuous Tee Beam211 Concrete Continuous Arch - Earth Filled219 Concrete Continuous Culvert224 Concrete Continuous Arch - Open Spandrel302 Steel Multi-Stringer, W or I beam, Non-Composite303 Steel Girder & Floor Beam, Non-Composite306 Steel Box Girder307 Steel Rigid Frame309 Steel Truss - Deck310 Steel Truss - Thru311 Steel Arch - Deck312 Steel Arch - Thru313 Steel Suspension315 Steel Movable, Lift316 Steel Movable, Bascule319 Steel Pipe or Arch Culvert

B01 - Bridge Over WaterwayC01 - CulvertN01 - Structure for Non-Motorized Vehicles

324 Steel Arch - Deck, Open Spandrel325 Steel Girder - Thru332 Steel Multi-Stringer Composite333 Steel Girder & Floor Beam, Composite342 Steel Multi-Stringer Encased352 Steel Multi-Stringer, Plate Girder, Non-Composite362 Steel Multi-Stringer Jack Arch382 Steel Multi-Stringer, Plate Girder, Composite392 Steel Multi-Girder, Encased402 Steel Continuous Multi-Stringer403 Steel Continuous Girder & Floorbeam, Non-

Composite405 Steel Continuous Box Beam or Girders - Multiple406 Steel Continuous Box Beam or Girders407 Steel Continuous Frame408 Steel Continuous Orthotropic409 Steel Continuous Truss - Deck410 Steel Continuous Truss - Thru412 Steel Continuous Arch - Thru417 Steel Continuous Movable, Swing432 Steel Continuous Multi-Stringer Composite442 Steel Continuous Multi-Stringer , W or I-Beam

Encased452 Steel Continuous Multi-Girder, Non-Composite

STRUCTURE PREFIXDESIGNATIONS

P01 - Pedestrian OverpassR01 - Railroad Under HighwayS01 - Roadway Over Roadway

482 Steel Continuous Multi-Girder, Composite492 Steel Continuous Multi-Stringer/Girder, Encased501 Prestressed Concrete Slab502 Prestressed Concrete Multi-I Beam504 Prestressed Concrete Tee Beam505 Prestressed Concrete Box - Adjacent506 Prestressed Concrete Box - Spread519 Prestressed Concrete Culvert532 Prestressed Concrete Multi-I Beam Composite601 Prestressed Concrete Continuous Slab602 Prestressed Concrete Continuous I Beam605 Prestressed Concrete Continuous Box - Adjacent606 Prestressed Concrete Continuous Box Beam or

Girder - Single or Spread632 Prestressed Concrete Continuous Multi-Stringer,

W or I Beam, Composite701 Timber Slab702 Timber Multi-Stringer724 Timber Arch - Deck772 Timber Multi-Stringer, Timber Floor811 Masonry Arch909 Wrought Iron Deck Truss910 Aluminum Thru Truss912 Aluminum Arch - Thru

V01- Bike Path Under HighwayX01 - Railroad Over HighwayZ01 - Miscellaneous (Plaza, Sluice, etc.)

STRUCTUREID

NO. SPANS =TOT. LNGTH

STRTYPE

WEARINGSURFACE

LNS ON - DECK WIDTHLNS UN - HORZ CLR

VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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FACILITY CARRIEDFEATURE INTERSECTEDAND LOCATION

Alcona**************C01-01011 Main 119 NOT APPL HS20+Mod 199025.59'2 -

3.0MI SE OF GLENNIEM-65 BRYANT CREEK 2 = 16'

C01-01012 Main 119 NOT APPL HS20+Mod 190089.9'2 -6.4MI N OF CURRAN

M-65 MCGINN CREEK 2 = 16'

C01-01023 Main 119 NOT APPL HS20+Mod 190062.01'2 -E OF BEAN HILL RD

M-72 BACKUS CREEK 1 = 10'

C02-01023 Main 319 NOT APPL HS20+Mod 1900133.86'2 -7.6MI W OF HARRISVILLE

M-72 E BR PINE R. 1 = 13'


M-72 VAN ETTEN CREEK 2 = 13'


M-72 EATON CREEK 1 = 10'

B01-01052 Main 104 BITUMINOUS H15 193546.26'2 -8.7 MI NO OF HARRISVILLE

US-23 BLACK R 1 = 30'

C01-01052 Main 119 NOT APPL HS20+Mod 194046.92'2 -IN HARRISVILLE

US-23 MILL CREEK 1 = 12'

Alger**************B01-02011 Main 302 LATEX CONC H15 193638.39'2 -

1.5 MI SW OF TRENARY US-41 W BR WHITEFISH R 1 = 60'

B02-02011 Main 302 LATEX CONC H15 193638.39'2 - 8.1 MI NW OF TRENARY

US-41 W BR WHITEFISH R 1 = 60'

B03-02011 Main 505 LATEX CONC HS25 198746.59'2 - 9.4 MI NW OF TRENARY

US-41 HUBER CREEK 1 = 38'

B01-02021 Main 104 LATEX CONC HS20 195243.64'2 - 1.6 MI W. OF FOREST LAKE

M-94 SLAPNECK CREEK 1 = 35'

B02-02021 Main 111 BITUMINOUS H15/1955 191943.64'2 -

W LIMITS OF FOREST LAKE M-94 AU TRAIN RIVER 1 = 47'

C01-02021 Main 119 NOT APPL HS20+Mod/1902 190062.01'2 -

S OF CHATHAM W OF M-67M-94 BOHEMIAN CREEK 1 = 10'

C02-02021 Main 319 NOT APPL HS20 19902 - W LIMITS FOREST LAKE

M-94 AUTRAIN RIVER PENSTOCK 1 = 16'

- 1 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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R01-02021 Main 302 LATEX CONC H15 194538.39'2 - 5.2 MI SW OF MUNISING

M-94 WCL RR 3 = 121'


W LTS OF TRENARY M-67 SCOTTS CREEK 1 = 45'

B02-02031 Main 104 BITUMINOUS H15 192934.12'2 - 3.7 MI NE OF TRENARY

M-67 DEXTER CREEK 1 = 23'

B03-02031 Main 104 BITUMINOUS H15 192933.79'2 - 2.6 MI S OF CHATHAM

M-67 BLACK CR 1 = 23'

C01-02031 Main 119 NOT APPL HS20+Mod 192930.84'2 - 4.2MI S OF CHATHAM

M-67 JOHNSON CR 1 = 18'

B01-02041 Main 111 BITUMINOUS H20 193940.35'2 - 0.4 MI E OF MARQUETTE CO

M-28 SAND RIVER 1 = 66'

B02-02041 Main 302 BITUMINOUS H20 193940.35'2 - 3.2 MI E OF MARQUETTE CO

M-28 LAUGHING WHITEFISH R 1 = 40'

B03-02041 Main 332 MONO CONC HS20/1975 193249.54'2 -

5.1 MI NW OF AU TRAIN M-28 ROCK RIVER 1 = 40'


E LIMITS OF AU TRAIN M-28 AU TRAIN R 3 = 150'

C01-02041 Main 319 NOT APPL HS20+Mod 1900146'2 - 7.5MI NW OF AU TRAIN

M-28 DEER CR 1 = 12'

B01-02042 Main 302 LATEX CONC HS20 194943.64'2 - IN MUNISING

M-28 ANNA R 1 = 40'

B02-02042 Main 302 BITUMINOUS HS20 194743.96'2 - 0.3 MI E OF SHINGLETON

M-28 HICKEY CR 1 = 56'

B03-02042 Main 302 BITUMINOUS HS20 194743.64'2 - 2.9 MILES E OF SHINGLETON

M-28 PRAIRIE CR 3 = 70'

B04-02042 Main 302 BITUMINOUS HS20 194743.64'2 - 3.4 MI E OF SHINGLETON

M-28 STAR CREEK 1 = 50'

B01-02051 Main 104 BITUMINOUS H15 192834.12'2 - 6.2 MI S OF GRAND MARAIS

M-77 W BR SUCKER RIVER 1 = 23'

- 2 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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Allegan**************B01-03021 Main 104 MONO CONC HS20 195243.31'2 -

6.0 MI E OF FENNVILLEM-89 KALAMAZOO R OVERFLOW 1 = 30'

B02-03021 Main 302 LATEX CONC HS20 195035.1'2 - 6.0 MI E OF FENNVILLE

M-89 KALAMAZOO RIVER 6 = 360'

C01-03021 Main 119 BITUMINOUS HS20+Mod 195056.76'2 -1.9 MI W OF M-40

M-89 SAND CREEK 1 = 12'

B01-03023 Main 302 LATEX CONC HS20/1947 194356.43'4 -

IN THE CITY OF ALLEGANM-89 KALAMAZOO RIVER 6 = 270'

B02-03023 Main 532 INTEG CONC HS25 198851.18'2 - 4.8 MI NW OF OTSEGO

M-89 SCHNABLE RIVER 1 = 55'


1.4 MI W OF OTSEGOM-89 KALAMAZOO RIVER 3 = 225'


IN PLAINWELLM-89 (ALLEGAN ST) KALAMAZOO R MILL RACE 3 = 54'

C01-03023 Main 119 BITUMINOUS HS20+Mod 19304 -IN OTSEGO

M-89 OTSEGO-ALOMO DRAIN 2 = 10'

B01-03024 Main 302 LATEX CONC HS20 194751.51'3 - IN PLAINWELL

M-89 (E BRIDGE ST) KALAMAZOO RIVER 4 = 216'

C01-03024 Main 119 BITUMINOUS HS20+Mod 194778.74'2 -0.2 MI E OF 4 TH STREET

M-89 SILVER CREEK 1 = 15'

B03-03032 Main 519 MONO CONC HS20+Mod 1964215.22'3 - S LTS OF HOLLAND

US-31 BR (58 TH) NORTH BRANCH CREEK 3 = 302'

B04-03032 Main 532 MONO CONC HS20+Mod 196424.28'1 - S LTS OF HOLLAND

US-31 BR (RAMP) NORTH BRANCH CREEK 3 = 77'

C01-03032 Main 119 MONO CONC HS20+Mod 1963106.96'2 - AT JCT OF US-31NB&I-196EB

US-31 NB KUIPPER DRAIN 2 = 18'

C02-03032 Main 119 MONO CONC HS20+Mod 196396.78'2 - AT JCT OF US-31SB&I-196WB

US-31 SB KUIPPER DRAIN 2 = 18'

C03-03032 Main 119 MONO CONC HS20+Mod 1963164.04'4 - AT 144TH AVENUE & 60TH ST

US-31 NORTH BRANCH CREEK 2 = 19'

4 - 67.6' L 66.9' R 3'' RS01-03032 Main 382 MONO CONC 16' - H15

16' -7'' L 196433.14'2 -

0.5 MI W OF HOLLAND60 TH STREET US-31 4 = 300'

- 3 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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2 - 51.5' R 3'' RS02-03032 Main 332 MONO CONC HS20+Mod

16' - 196465.62'4 -

IN HOLLANDUS-31 BR (58 TH) US-31 NB 3 = 186'

2 - 54.8' R 0'' RS03-03032 Main 382 MONO CONC 15' - HS20+Mod

14' -5'' L 196442.65'2 -

IN HOLLANDUS-31 SB US-31 BR (58 TH STREET) 3 = 191'

4 - 39' L 38.7' R 4'' RX01-03032 Main 325 NONE 14' - RAILROAD

14' -10'' L 195420.34'

IN HOLLANDCSX RR US-31 4 = 198'

C01-03033 Main 319 MONO CONC HS20+Mod 1964226.05'4 - 0.2 MI N OF 120TH AVENUE

I-196 PLUMMERVILLE CREEK 3 = 18'

4 - 67.9' L 78.1' R 0'' RS01-03033 Main 332 MONO CONC 17' - HS20+Mod

17' -8'' L 196336.75'2 -

0.5 MI N OF VAN BUREN COI-196 BL (N SHORE) I-196 & US-31 4 = 227'

2 - 37.7' R 8'' RS02-03033-1 Main 532 MONO CONC HS20+Mod

14' - 196354.79'2 -

3.0 MI N OF VAN BUREN COI-196 & US-31 71 ST STREET 3 = 127'


15' - 196342.65'2 -

3.0 MI N OF VAN BUREN COI-196 & US-31 71 ST STREET 3 = 127'


16' -3'' L 196331.17'2 -

4.0 MI N OF VAN BUREN CO107 TH AVE I-196 & US-31 4 = 231'


16' -5'' L 196333.14'2 -



16' -4'' L 196431.17'2 -


6 - 76.4' L 76.8' R 4'' RS06-03033 Main 382 LATEX CONC 16' - HS20

16' - /19917'' L 196437.4'2 -

8.0 MI N OF VAN BUREN COOLD US-31 I-196 & US-31 4 = 288'


16' -0'' L 196433.14'2 -



17' -6'' L 196437.4'2 -

12.0 MI N OF VAN BUREN COM-89 I-196 & US-31 4 = 220'

B01-03034-1 Main 382 LATEX CONC HS20+Mod 196436.42'2 - IN SAUGATUCK

I-196 & US-31 KALAMAZOO RIVER 7 = 560'

B01-03034-2 Main 382 LATEX CONC HS20+Mod 196436.42'2 - IN SAUGATUCK

I-196 & US-31 KALAMAZOO RIVER 7 = 560'


16' -4'' L 196449.21'2 -

1.5 MI S OF DOUGLASOLD US-31 I-196 & US-31 4 = 321'

- 4 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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16' -5'' L 196433.14'2 -

IN DOUGLAS130 TH AVE I-196 & US-31 4 = 276'


14' - 196442.65'2 -

0.3 MI E OF SAUGATUCKI-196 & US-31NB OLD ALLEGAN RD 3 = 117'

2 - 37.7' R 0'' RS03-03034-2 Main 532 MONO CONC 15' - HS20+Mod

14' -7'' L 196442.65'2 -

0.3 MI E OFSAUGATUCKI-196 & US-31SB OLD ALLEGAN RD 3 = 117'

4 - 76.1' L 76.8' R 3'' RS04-03034 Main 382 MONO CONC 16' - HS20

18' -6'' L 196437.4'2 -

2.0 MI NE OF SAUGATUCKOLD US-31 I-196 & US-31 4 = 277'


16' -5'' L 196431.17'2 -

3.7 MI NE OF SAUGATUCK140 TH AVE I-196 & US-31 4 = 244'

R01-03035 Main 532 MONO CONC HS20 197243.64'2 - 1.0 MI W OF M-40

I-196 EB CSX RR 3 = 140'

R02-03035 Main 532 MONO CONC HS20 197243.64'2 - 1.0 MI W OF M-40

I-196 WB CSX RR 3 = 140'

R03-03035 Main 532 MONO CONC HS20+Mod 197253.15'3 - 1.3 MI SW OF OTTAWA CO

I-196 EB CSX RR 3 = 140'

R04-03035 Main 532 MONO CONC HS20 197248.23'3 - 1.3 MI SW OF OTTAWA CO

I-196 WB CSX RR 3 = 140'

2 - 59.7' R 7'' RS01-03035 Main 382 MONO CONC HS20

15' - 197243.64'2 -

6.6 MI SW OF OTTAWA COI-196 WB US-31NB 3 = 250'


17' -0'' L 197244.29'2 -

6.0 MI SW OF OTTAWA CO60 TH STREET I-196 5 = 330'


16' -5'' L 197248.23'2 -



16' -0'' L 197244.29'2 -



17' -5'' L 197250.52'2 -

1.4 MI SW OF OTTAWA COM-40 I-196 2 = 244'


16' -7'' L 197244.29'2 -

1.2 MI S OF OTTAWA CO146 TH AVE I-196 5 = 397'


15' - 197244.62'2 -

AT OTTAWA CO LINEI-196 EB OTTOGAN STREET 1 = 121'

- 5 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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14' - 197244.62'2 -

AT OTTAWA CO LINEI-196 WB OTTOGAN STREET 1 = 121'

B01-03041 Main 332 MONO CONC HS20 195560.37'3 - IN ALLEGAN

M-222 (GRAND ST) KALAMAZOO RIVER 3 = 180'

C01-03041 Main 119 BITUMINOUS HS20+Mod 195559.71'2 -0.3 MI W OF 23 RD STREET

M-222 (OLD M-118) MINER LAKE COUNTY DRAIN 1 = 16'


2.3 MI NW OF ALLEGANM-40 & M-89 KALAMAZOO RIVER 5 = 225'

B02-03072 Main 332 MONO CONC HS20+Mod/1984 193554.13'2 -

IN HAMILTONM-40 RABBIT RIVER 3 = 150'

B03-03072 Main 506 MONO CONC HS25 1935229.66'2 - 4.0 MI SE OF OTTAWA CO

M-40 SOUTH BRANCH MACATAWA R 1 = 54'

B04-03072 Main 506 MONO CONC HS25 199982.02'4 - 2.4 MI SE OF OTTAWA CO

M-40 NORTH BRANCH MACATAWA R 1 = 54'

C01-03072 Main 119 BITUMINOUS HS20+Mod 193542.98'2 -0.2 MI W OF 48 TH STREET

M-40 LOHMAN DRAIN 1 = 12'

B01-03111-1 Main 532 MONO CONC HS20 199659.06'3 - 0.5 MI N OF PLAINWELL

US-131 NB KALAMAZOO RIVER 3 = 400'

B01-03111-2 Main 532 MONO CONC HS20 199659.06'3 - 0.5 MI N OF PLAINWELL

US-131 SB KALAMAZOO RIVER 3 = 400'

B02-03111-1 Main 532 MONO CONC HS20 196047.24'2 -1.5 MI N OF PLAINWELL

US-131NB GUN RIVER 1 = 65'

B02-03111-2 Main 532 MONO CONC HS20 196047.24'2 -1.5 MI N OF PLAINWELL

US-131 SB GUN RIVER 1 = 65'

R01-03111-1 Main 332 MONO CONC HS20 196047.24'2 - 0.5 MI N OF PLAINWELL

US-131 NB NORFOLK SOUTHERN 3 = 182'

R01-03111-2 Main 332 LATEX CONC HS20/1996 196047.24'2 -

0.5 MI N OF PLAINWELLUS-131 SB NORFOLK SOUTHERN 3 = 182'


14' -11'' L 196230.84'2 -

1.0 MI SW OF PLAINWELL102 ND AVE US-131 4 = 210'

4 - 65.3' L 65.3' R 6'' RS02-03111-3 Main 332 MONO CONC 14' - HS20

14' -6'' L 196052.49'2 -

AT W LTS OF PLAINWELLM-89 US-131 4 = 205'

- 6 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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14' -6'' L 196052.49'2 -

AT W LTS OF PLAINWELLM-89 US-131 4 = 205'


14' -7'' L 196033.14'2 -

1.0 MI NW OF PLAINWELL106 TH AVE US-131 4 = 187'


14' -9'' L 196033.14'2 -

3.0 MI N OF PLAINWELL110 TH AVE US-131 4 = 187'

B01-03112-1 Main 332 LATEX CONC HS20 195747.24'2 - 0.3 MI N OF WAYLAND

US-131 NB RABBIT RIVER 1 = 56'

B01-03112-2 Main 332 LATEX CONC HS20 195747.24'2 -0.3 MI N OF WAYLAND

US-131 SB RABBIT RIVER 1 = 56'

R01-03112-1 Main 332 MONO CONC HS20 195847.24'2 -6.0 MI N OF WAYLAND

US-131 NB NORFOLK SOUTHERN 3 = 185'

R01-03112-2 Main 332 MONO CONC HS20 195847.24'2 -6.0 MI N OF WAYLAND

US-131 SB NORFOLK SOUTHERN 3 = 185'


14' -10'' L 195945.28'2 -

6.0 MI N OF PLAINWELLM-222 (116 TH AVE) US-131 4 = 188'

2 - 37.7' R 9'' RS02-03112-1 Main 532 MONO CONC HS20

14' - 195947.24'2 -

8.0 MI N OF PLAINWELLUS-131 NB 120 TH AVE 3 = 114'


14' - 195947.24'2 -

8.0 MI N OF PLAINWELLUS-131 SB 120 TH AVE 3 = 114'


15' -4'' L 195933.14'2 -

10.0 MI N OF PLAINWELL124 TH AVE US-131 4 = 190'


14' -4'' L 195933.14'2 -

6.0 MI N OF M-222129 TH AVE US-131 4 = 186'

4 - 63' L 61' R 1'' RS05-03112 Main 505 MONO CONC 15' - HS25

15' -1'' L 199962.66'3 -

AT W LTS OF WAYLAND135 TH AVE US-131 2 = 177'


14' -9'' L 195733.14'2 -

2.0 MI N OF WAYLAND140 TH AVE US-131 4 = 188'

4 - 51.2' L 51.2' R 6'' RS07-03112 Main 302 BITUMINOUS 14' - HS25

17' -2'' L 195733.14'2 -

3.0 MI N OF WAYLAND142 ND AVE US-131 4 = 187'


14' -6'' L 195733.14'2 -


- 7 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

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14' -4'' L 195733.14'2 -


Alpena**************B01-04012 Main 104 LATEX CONC HS20 195338.39'2 -

05 MI S OF LONG RAPIDSM-65 THUNDER BAY R 5 = 203'

B02-04012 Main 332 LATEX CONC HS20 196136.75'2 -N OF LONG RAPIDS

M-65 N BR THUNDER BAY R 2 = 80'

B01-04021 Main 302 INTEG CONC H15 193238.39'2 -4.7 MI E OF MONTMORENCY C

M-32 S BR THUNDER BAY R 1 = 50'


1.0 MI E OF M-65M-32 BEAN CR 1 = 36'


7.3 MI W OF ALPENAM-32 S BR THUNDER BAY R 3 = 180'

B01-04031 Main 104 LATEX CONC HS25 193647.24'2 -4.3 MI N OF ALCONA CO LIN

US-23 S BR DEVIL RIVER 1 = 32'

B02-04031 Main 104 LATEX CONC HS25 193347.24'2 -4.5 MI N OF ALCONA CO LIN

US-23 N BR DEVIL RIVER 1 = 31'

C01-04031 Main 119 NOT APPL HS20+Mod 190062.01'2 -7.1 MI N OF ALCONA CO

US-23 CRANBERRY DITCH 1 = 10'

C02-04031 Main 119 NOT APPL HS20+Mod 190046.26'2 -9.85MI N OF ALCONA COL

US-23 CREEK OR RIVER 1 = 10'


IN ALPENA US-23 THUNDER BAY R 3 = 180'

B02-04032 Main 104 BITUMINOUS H15 193970.21'2 -4.4 MI S OF PRESQUE ISLE

US-23 LONG LAKE CR 1 = 30'

Antrim**************B01-05011 Main 432 LATEX CONC HS20 195360.37'2 -

IN ELK RAPIDSUS-31 ELK R 3 = 138'

B01-05031 Main 302 INTEG CONC H15 193155.12'4 -IN BELLAIRE

M-88 INTERMEDIATE R 1 = 60'

C01-05051 Main 119 NOT APPL HS20+Mod 190048.88'2 -7.0MI N OF MANCELONA

M-66 GREEN R 1 = 14'

- 8 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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C02-05051 Main 119 NOT APPL HS20+Mod 190045.93'2 -7.5MI N OF MANCELONA

M-66 GREEN R. 1 = 14'

C01-05072 Main 119 NOT APPL HS20+Mod 190082.35'2 -1MI S OF CHARLEVOIX COL

US-131 S. BR. BOYNE RIVER 2 = 16'

Arenac**************B01-06021 Main 101 BITUMINOUS HS20 195243.31'2 -

2.0 MI W OF STANDISHM-61 M BR PINE RIVER 1 = 24'

B02-06021 Main 101 BITUMINOUS HS20 195243.31'2 -1.7 MI W OF STANDISH

M-61 M BR PINE R 1 = 24'

C01-06021 Main 119 NOT APPL HS20+Mod 195075.46'4 -W.CEDAR ST.IN STANDISH

M-61 DOBBSON DRAIN 1 = 12'

2 - 42' R 1'' RR01-06031 Main 332 MONO CONC HS20

18' - 196836.42'2 -

1.0 MI N OF ALGERM-33 CONN D&M RR & OLD M-76 5 = 315'

B01-06041 Main 219 MONO CONC HS20 1968279.86'4 -1.0 MI W OF M-13

US-23 N BRANCH PINE RIVER 2 = 24'

4 - 65.9' L 65.9' R 3'' RS01-06041 Main 332 MONO CONC H15

14' - 196832.15'2 -

0.3 MI E OF JCT I-75MELITA ROAD US-23 5 = 269'

4 - 51.8' L 51.8' R 8'' RS02-06041 Main 532 MONO CONC HS20+Mod

14' - 196842.98'2 -

2.0 MI SW OF STANDISHUS-23 EB CONN M-13 4 = 173'


4.0 MI S OF STANDISHM-13 SAGANING CR 3 = 83'


3.0 MI S OF STANDISHM-13 S BR PINE R 3 = 96'


2.9MI.S.OF STANDISHM-13 COUNTY DRAIN 1 = 15'

C02-06071 Main 119 NOT APPL HS20+Mod 1928127.3'4 -1.9MI.S.OF STANDISH

US-23 LINCOLN CO.DRAIN 1 = 14'

C03-06071 Main 119 NOT APPL HS20+Mod 193581.69'5 -0.2MI.N.OF M-61 IN STNDSH

US-23 DOBBSON DRAIN 1 = 10'

B01-06072 Main 302 INTEG CONC H15 193046.92'2 -1.8 MI NE OF STANDISH

US-23 (WDN MAIN.) N BR PINE RIVER 1 = 35'

- 9 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B02-06072 Main 104 BITUMINOUS H15 192949.87'2 -3.0 MI SW OF OMER

US-23 SAVERINE CR 1 = 23'

B03-06072 Main 332 MONO CONC HS20 197264.3'2 -IN OMER

US-23 RIFLE R 2 = 120'

B04-06072 Main 505 MONO CONC HS25 199476.12'4 -IN STANDISH

US-23 MIDDLE BR PINE RIVER 1 = 29'

C01-06072 Main 119 NOT APPL HS20+Mod 193052.49'2 -2.8MI.NE.OF STANDISH

US-23 BR.PINE RIVER 1 = 10'

C02-06072 Main 119 NOT APPL HS20+Mod 193068.24'2 -3.2MI.NE.OF STANDISH

US-23 BR.PINE RIVER 1 = 14'

C03-06072 Main 119 NOT APPL HS20+Mod 193053.81'2 -2.5MI SW.OF OMER

US-23 BR.SAVERINE CR. 1 = 10'

C04-06072 Main 119 NOT APPL H20 19302 -1.6MI.SW.OF OMER

US-23 BR.SAVERINE CR. 1 = 10'


2.4MI.E.OF OMERUS-23 MEAD DRAIN 1 = 10'

B01-06073 Main 104 BITUMINOUS H15 193137.73'2 -2.3 MI E OF M-65

US-23 BIG CR 1 = 31'

B02-06073 Main 302 MONO CONC H15 193041.34'2 -IN AU GRES

US-23 AU GRES R 2 = 120'

B03-06073 Main 119 MONO CONC H15 199949.21'2 -2.4 MI S OF IOSCO CO LINE

US-23 DRAIN 1 = 23'

B04-06073 Main 332 INTEG CONC HS20 197250.52'2 -1.0 MI S OF IOSCO CO LINE

US-23 WHITNEY DRAIN 1 = 114'


0.1MI.E.OF SWENSON RD.US-23 SAGER CREEK 1 = 12'

C02-06073 Main 119 NOT APPL H20 193043.31'2 -6.6MI NE.OF AU GRES

US-23 SILVER DR 1 = 16'

B01-06091 Main 104 INTEG CONC H15 193638.06'2 -2.0 MI S OF TWINING

M-65 BIG CREEK 1 = 27'

C01-06091 Main 119 NOT APPL H20 193648.88'2 -1.3MI N.OF US-23

M-65 JOSE CO.DRAIN 1 = 13'

- 10 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C02-06091 Main 119 NOT APPL H20 193659.71'2 -4.3MI.N.OF US-23

M-65 BUM CREEK 1 = 10'

C03-06091 Main 119 NOT APPL H20 193647.9'2 -0.7MI N.OF TWINING

M-65 CEDAR CREEK DR. 1 = 13'

B03-06111 Main 219 MONO CONC HS20 196879.72'2 -5.5 MI SW OF STANDISH

I-75 SB S BR PINE R 2 = 38'

B04-06111 Main 219 MONO CONC HS20+Mod 196861.02'2 -5.5 MI SW OF STANDISH

I-75 NB S BR PINE R 2 = 38'

C01-06111 Main 119 NOT APPL HS20+Mod 196847.9'4 -0.5MI.N.OF WORTH RD.

I-75 LINCOLN DR 2 = 20'

C02-06111 Main 119 NOT APPL HS20+Mod 1968102.69'2 -0.5MI.N.OF US-23 CONN.

I-75 SB BR.S.BR.PINE RIVER 1 = 12'

C03-06111 Main 119 NOT APPL HS20+Mod 1968110.56'2 -0.5MI N.OF US-23 CONN

I-75 NB BR.S.BR.PINE RIVER 1 = 12'


I-75 SB ARMSTRONG DR. 1 = 10'


I-75 NB ARMSTRONG DR. 1 = 10'

C06-06111 Main 319 NOT APPL HS20+Mod 196823.95'2 -0.2MI N.OF M-61

I-75 SB & RAMP MID BRANCH PINE RIVER 2 = 30'

C07-06111 Main 319 NOT APPL HS20+Mod 196823.95'2 -0.2MI.N.OF M-61

I-75 NB & RAMP MID BRANCH PINE RIVER 2 = 30'

C08-06111 Main 319 NOT APPL HS20+Mod 196823.95'2 -0.1 MI. S. OF MI. PT. 193

I-75 SB N.BRANCH PINE RIVER 2 = 30'

C09-06111 Main 319 NOT APPL HS20+Mod 196823.95'2 -0.1 MI. S. OF MI. PT. 193

I-75 NB N.BRANCH PINE RIVER 2 = 30'

C10-06111 Main 319 NOT APPL HS20+Mod 1968163.06'2 -AT MI. PT. 201A

I-75 SB WELLS CREEK 1 = 13'

C11-06111 Main 319 NOT APPL HS20+Mod 1968111.88'2 -3.8MI.S.OF OGEMAW CO.LINE

I-75 NB WELLS CREEK 1 = 14'


16' - 196832.15'2 -

6.5 MI SW OF STANDISHWORTH ROAD I-75 2 = 215'

- 11 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


4 - 65.3' L 68.2' R 4'' RS02-06111 Main 332 MONO CONC HS20

16' - 196835.1'2 -

5.0 MI SW OF STANDISHUS-23 I-75 5 = 340'


14' - 196842.98'2 -

4.0 MI W OF STANDISHI-75 SB M-61 3 = 112'


14' - 196842.98'2 -

4.0 MI W OF STANDISHI-75 NB M-61 3 = 112'


16' - 196832.15'2 -

2.4 MI SO OF STERLINGLINCOLN ROAD I-75 SB 3 = 156'

2 - 51.2' R 7'' RS06-06111 Main 532 MONO CONC H15

16' - 196832.15'2 -

2.4 MI S OF STERLINGLINCOLN ROAD I-75 NB 3 = 156'


16' - 196832.15'2 -

2.0 MI W OF STERLINGSTERLING ROAD I-75 6 = 384'

5 - 62.7' L 62.7' R 3'' RS11-06111 Main 532 LATEX CONC HS20

16' - 196848.23'3 -

1.0 MI N OF ALGERM-33 I-75 6 = 381'


16' - 196826.9'2 -

5.0 MI SW OF STANDISHUS-23 RAMP F I-75 I-75 5 = 348'

Baraga**************B02-07011 Main 302 BITUMINOUS HS20 196042.98'2 -

1.5 MI N OF IRON CO LINE US-141 TRACY CR 1 = 35'

B01-07012 Main 104 BITUMINOUS HS20 194763.32'2 - 6.5 MI W OF NESTORIA

US-41 HICKEY CR 1 = 30'


Appr 3021.4 MI S OF ALBERTAUS-41 STURGEON RIVER 3 = 232'

B03-07012 Main 302 MONO CONC HS20 195143.31'2 - 4.0 MI S OF LANSE

US-41 TAYLOR CR 1 = 40'


IN LANSEUS-41 FALLS R 1 = 68'

B05-07012 Main 119 BITUMINOUS H15 193338.39'2 - 2.1 MI SE OF BARAGA

US-41 BAYOU & BLK WATER CR 2 = 27'

C01-07012 Main 119 NOT APPL HS20+Mod 190047.9'2 - 3.9MI S OF L'ANSE

US-41 DAULTS CR 1 = 14'

- 12 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C02-07012 Main 119 NOT APPL HS20+Mod 190038.71'2 - 1.5 MI SE OF BARAGA

US-41 BOYLES CR 1 = 18'

C03-07012 Main 119 BITUMINOUS HS20 19972 - 1 MILE SOUTH OF BARAGA

US-41 VILLAGE OF BARAGA DRAIN 1 = 10'

B01-07013 Main 111 BITUMINOUS H15 193792.85'2 - 2.0 MI N OF ASSININS

US-41 LITTLE CARP R 1 = 28'

C01-07013 Main 119 NOT APPL HS20+Mod 190085.96'2 - 1.2 MI N OF KEWEENAW BAY

US-41 KELSEY CR 1 = 18'

B01-07021 Main 302 INTEG CONC H15 192836.75'2 - 3.3 MI W OF WATTON

M-28 PERCH R 1 = 35'

C01-07021 Main 119 NOT APPL HS20+Mod 190086.94'2 - 0.1 MI E OF WATTON

M-28 BLACK CREEK 2 = 16'

B01-07022 Main 332 BITUMINOUS HS20 195533.14'2 - 3.0 MI NE OF COVINGTON

US-141 M 28 ROCK R 2 = 110'

C01-07022 Main 119 NOT APPL HS20+Mod 190037.73'2 - 2.8 MI NE OF COVINGTON

US-141 PARENT CR 1 = 17'


US-41 PELKIE CR 1 = 50'


US-41 TIOGA R BURIED 1 = 36'

B03-07023 Main 302 BITUMINOUS H20 193940.68'2 - 4.8 MI W OF MARQUETTE CO

US-41 LAKE RUTH 1 = 35'

C01-07023 Main 119 NOT APPL HS20+Mod 1900147.97'2 - 10.1MI W OF MARQUETTE COL

US-41,M-28 LATERAL CR. 2 = 14'

C02-07023 Main 119 NOT APPL HS20+Mod 190044.29'2 - 5.3MI W OF MARQUETTE COL

US-41,M-28 CANALTOWN CR 1 = 12'

R01-07023 Main 302 LATEX CONC H20 194040.68'2 - 8.1 MI W OF MARQUETTE CO

US-41 WCL RR 3 = 135'

B01-07041 Main 332 MONO CONC HS20 195635.1'2 - 6.6 MI W OF BARAGA

M-38 STURGEON R 3 = 190'

- 13 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


Barry**************B01-08012 Main 332 MONO CONC HS20 196364.3'4 -

IN HASTINGSM-43 THORNAPPLE RIVER 3 = 180'

B02-08012 Main 505 INTEG CONC HS20 195636.42'2 - 6.2 MI W OF WOODLAND

M-43 COLDWATER RIVER 3 = 135'

B03-08012 Main 104 BITUMINOUS HS20 195743.31'2 - 3.8 MI W OF WOODLAND

M-43 LITTLE THORNAPPLE RIVER 1 = 40'

C01-08031 Main 119 BITUMINOUS HS20+Mod 190052.82'2 -1.1 MI NORTH OF DOWLING

M-37 MUD LAKE OUTLET 1 = 10'

C02-08031 Main 119 BITUMINOUS HS20+Mod 1900112.86'2 -3.5 MI N OF DOWLING

M-37 CEDAR CREEK 1 = 19'

B01-08032 Main 505 BITUMINOUS HS20 195743.31'2 - 1.0 MI N OF MIDDLEVILLE

M-37 DUNCAN CREEK 3 = 110'

C02-08032 Main 119 BITUMINOUS HS20+Mod 193973.49'2 -3.3 MI S OF MIDDLEVILLE

M-37 GLASS CREEK 1 = 16'


M-37 HILL CREEK 1 = 12'


M-37 BASSETT CREEK 1 = 10'

B01-08041 Main 532 MONO CONC HS20 196443.31'2 - 4.4 MI SE OF HASTINGS


C02-08041 Main 319 BITUMINOUS HS20+Mod 1939147.97'2 -5.0 MI W OF NASHVILLE

M-79 HIGH BANK CREEK 2 = 20'

C03-08041 Main 119 BITUMINOUS HS20+Mod 1964104.99'2 -1.9 MI W OF NASHVILLE

M-79 CREEK 2 = 18'


1.0 MI W OF EATON COM-79 QUAKER BROOK 1 = 27'

B01-08051 Main 332 MONO CONC H20/1971 193350.2'2 -

3.0 MI S OF ASSYRIAM-66 WANONDAGA CREEK 1 = 45'

B01-08052 Main 104 BITUMINOUS HS20 195343.31'2 - 2.5 MI S OF NASHVILLE

M-66 QUAKER BROOK 1 = 30'

B02-08052 Main 302 BITUMINOUS H20 194040.03'2 - 1.9 MI S OF NASHVILLE


- 14 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B03-08052 Main 505 BITUMINOUS HS20 197549.54'2 - IN VILLAGE OF NASHVILLE


B04-08052 Main 532 MONO CONC HS25 199954.13'4 - IN NASHVILLE

M-66 THORNAPPLE RIVER 2 = 134'

B05-08052 Main 104 INTEG CONC HS20 195576.77'2 - 6.7 MI N OF NASHVILLE

M-66 HAGER CREEK 1 = 25'


3.7 MI SW OF WOODBURYM-66 MUD CREEK 1 = 23'

C01-08052 Main 119 BITUMINOUS HS20+Mod 193430.84'2 -0.6 MI S OF JCT OF M-79


Bay**************B01-09011 Main 332 MONO CONC H15 192746.26'2 -

5.7 MI SW OF BAY CITY POM-84 SQUACONNING CREEK 1 = 45'

C01-09011 Main 101 NOT APPL H15 192741.34'2 -0.4MI.NE.OF I-75

M-84 DUTCH CREEK 1 = 16'

B01-09012 Main 302 INTEG CONC H15/1999 193541.34'2 -

4.4 MI NW OF BAY CITY P OM-247 KAWKAWLIN R 3 = 135'

B01-09021 Main 332 MONO CONC HS20 196843.64'2 -2.7 MI E OF MUNGER

M-138 QUANICASSEE R 1 = 43'

B02-09021 Main 332 MONO CONC HS20 196943.64'2 -3.5 MI E OF MUNGER

M-138 CONSTANT DURUSSELL DRN. 1 = 40'

C01-09021-9 Main 101 NOT APPL HS20+Mod 190043.31'2 -AT COTTER RD.

M-138 RATTEL DRAIN 1 = 12'

B01-09031 Main 204 LATEX CONC H15/1964 192745.6'2 -

5.2 MI S OF BAY CITY P OM-13 CHEBOYGANING CREEK 3 = 212'


Appr 332IN BAY CITY (LAFAYETTE AVM-13 & M-84 E CHANNEL SAGINAW R 3 = 452'


IN BAY CITY (LAFAYETTE AVM-13 & M-84 W CHANNEL SAGINAW R 6 = 500'


IN KAWKAWLINM-13 KAWKAWLIN R 2 = 110'

- 15 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



6.4 MI S OF PINCONNINGM-13 RYAN DRAIN 2 = 36'


3.8 MI S OF PINCONNINGM-13 TEBO DRAIN 1 = 27'


1.8 MI S OF PINCONNINGM-13 JOHNSONS CR 1 = 34'

B05-09033 Main 104 BITUMINOUS H15 193452.82'4 -IN PINCONNING

M-13 PINCONNING R 1 = 36'


3.0 MI N OF PINCONNINGM-13 WHITE FEATHER CR 1 = 27'

C01-09033 Main 101 NOT APPL HS20+Mod 194199.74'4 -0.4MI.S.OF LINWOOD RD.

M-13 RAILROAD DRAIN 1 = 19'

C02-09033 Main 101 NOT APPL HS20+Mod 193692.85'4 -0.1MI.S.OF LINWOOD RD.

M-13 TAP & GOVE DRAIN 1 = 16'

C03-09033 Main 101 NOT APPL HS20+Mod 193673.82'4 -1.8MI.N.OF PINCONNING T.L

M-13 JOHNSON DRAIN 1 = 12'

B01-09034-1 Main 332 LATEX CONC HS20/1985 196061.35'2 -

2.4 MI N OF SAGINAW CO LII-75 NB DUTCH CR 2 = 114'


2.4MI N OF SAGINAW CO LINI-75 SB DUTCH CREEK 2 = 114'

C01-09034 Main 101 NOT APPL HS20+Mod 1967149.93'6 -@ S. CO LINE

I-75 GOETZ DRAIN 1 = 16'


16' -6'' L 196033.14'2 -

1.0 MI N OF SAGINAW CO LIAMELITH RD I-75 4 = 204'

4 - 64' R 3'' RS02-09034-1 Main 332 MONO CONC HS20+Mod

16' - 196045.28'2 -

2.6 MI N OF SAGINAW CO LIM-84 I-75 NB 3 = 147'

4 - 68.2' L 64' R 5'' RS02-09034-2 Main 332 MONO CONC HS20+Mod

16' - 196045.28'2 -

2.6 MI N OF SAGINAW CO LIM-84 I-75 SB 3 = 147'


16' -6'' L 196033.14'2 -

3.0 MI N OF SAGINAW CO LHOTCHKISS RD I-75 4 = 203'


16' -0'' L 196033.14'2 -

4.0 MI N OF SAGINAW CO LISALZBURG RD I-75 4 = 202'

- 16 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


7 - 79.7' L 76.1' R 0'' RS05-09034-3 Main 204 LATEX CONC 16' - HS20

17' -7'' L 195849.21'2 -

1.5 MI W OF BAY CITYUS-10 EB I-75 4 = 265'


17' -7'' L 195849.21'2 -

1.5 MI W OF BAY CITYUS-10 WB I-75 4 = 265'

B01-09035 Main 532 MONO CONC HS20+Mod 196842.32'2 -1.5 MI S OF KAWKAWLIN

I-75 SB KAWKAWLIN R 3 = 189'

B02-09035 Main 432 BITUMINOUS HS20 196842.32'2 -5.0 MI N OF KAWKAWLIN

I-75 SB N BR KAWKAWLIN R 3 = 135'

B03-09035 Main 532 MONO CONC HS20+Mod 196842.32'2 -4.0 MI SW OF PINCONNING

I-75 SB PINCONNING R 1 = 40'

B04-09035 Main 532 MONO CONC HS20+Mod 196842.32'2 -3.5 MI NW OF PINCONNING

I-75 SB SAGANING R 2 = 82'


I-75 SB TEBO DRAIN 1 = 24'

B06-09035 Main 532 MONO CONC HS20+Mod 196842.32'2 -1.5 MI S OF KAWKAWLIN

I-75 NB KAWKAWLIN R 3 = 189'

B07-09035 Main 432 MONO CONC HS20 196842.32'2 -5.0 MI NW OF KAWKAWLIN

I-75 NB N BR KAWKAWLIN 3 = 135'

B08-09035 Main 532 MONO CONC HS20+Mod 196842.32'2 -7.0 MI S OF PINCONNING

I-75 NB TEBO DRAIN 1 = 24'


I-75 NB PINCONNING R 1 = 40'

B10-09035 Main 532 MONO CONC HS20+Mod 196842.32'2 -3.5 MI NW OF PINCONNING

I-75 NB SAGANING R 2 = 82'

C01-09035 Main 101 NOT APPL HS20+Mod 1967269.36'4 -0.4MI.N.OF N.UNION RD.

I-75 &RAMP MILL POND DRAIN 1 = 12'

C03-09035 Main 119 NOT APPL HS20+Mod 1967243.77'4 -NB BEAVER RD RAMP S.MP168

I-75 HEMBLING DRAIN 2 = 12'

C04-09035 Main 119 NOT APPL HS20+Mod 1967210.3'4 -1 MI N OF PARISH RD.

I-75 RAILROAD DRAIN 2 = 14'

C05-09035 Main 119 NOT APPL HS20+Mod 1967210.96'4 -0.6MI.N.OF PREVO RD.

I-75 FRASER GARFIELD DR. 2 = 12'

- 17 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C06-09035 Main 119 NOT APPL HS20+Mod 1967195.87'4 -100FT.N.OF COGGINS RD.

I-75 COGGINS DRAIN 2 = 15'

C07-09035 Main 119 NOT APPL HS20+Mod 1967208.01'4 -0.9 MI N OF COGGINS RD.

I-75 JOHNSON DRAIN 1 = 12'

C08-09035 Main 119 NOT APPL HS20+Mod 1967228.02'4 -1.3 MI N OF CODY EGTEY RD

I-75 WHITEFEATHER DR. 2 = 12'

R01-09035-1 Main 332 LATEX CONC HS20+Mod/2001 196061.35'3 -

1.5 MI W OF BAY CITYI-75 GTW RR 3 = 139'


1.5 MI W OF BAY CITYI-75 GTW RR 3 = 139'


14' - 200172.51'4 -

3.6 MI S OF KAWKAWLINI-75 MIDLAND ROAD 1 = 76'


14' - 200172.51'4 -

3.6 MI S OF KAWKAWLINI-75 MIDLAND ROAD 1 = 76'


16' -5'' L 196131.17'2 -

3.0 MI S OF KAWKAWLINN UNION RD I-75 4 = 208'

2 - 44' R 0'' RS03-09035 Main 332 MONO CONC HS20+Mod

14' - 196842.32'2 -

2.5 MI S OF KAWKAWLINI-75 SB M-13 CONN 3 = 160'

4 - 56.4' L 56.1' R 9'' RS04-09035 Main 332 LATEX CONC H20

16' - 196836.42'2 -

2.0 MI S OF KAWKAWLINWILDER RD I-75 5 = 317'


15' - 196842.32'2 -

1.7 MI S OF KAWKAWLINI-75 SB WHEELER ROAD 3 = 150'


16' - 196732.15'2 -

6.0 MI NW OF BAY CITYCHIP RD I-75 5 = 331'


15' - 196732.15'2 -

6.5 MI NW OF BAY CITYMACKINAW RD I-75 4 = 253'


16' - 196742.32'2 -

3.0 MI W OF KAWKAWLINI-75 SB BEAVER ROAD 3 = 124'


16' -3'' L 196832.15'2 -

5.0 MI N OF KAWKAWLINPARISH ROAD I-75 2 = 216'


16' -2'' L 196836.42'2 -

7.0 MI N OF KAWKAWLINLINWOOD RD I-75 2 = 216'

- 18 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


4 - 81' L 81.7' R 9'' RS11-09035 Main 332 MONO CONC 16' - H15

16' -9'' L 196832.15'2 -

6.0 MI S OF PINCONNINGPREVO RD I-75 4 = 245'


16' -5'' L 196832.15'2 -

3.0 MI SW OF PINCONNINGCOGGINS RD I-75 2 = 216'


16' -2'' L 196836.42'2 -

2.7 MI W OF PINCONNINGPINCONNING RD I-75 2 = 216'


16' -5'' L 196832.15'2 -

3.0 MI W OF PINCONNINGCODY ESTEY RD I-75 2 = 216'


14' - 196842.32'2 -

3.0 MI N OF PINCONNINGI-75 SB WHITE FEATHER ROAD 3 = 107'


14' - 196842.32'2 -

1.7 MI S OF KAWKAWLINI-75 NB WHEELER ROAD 3 = 150'


14' - 196842.32'2 -

3.0 MI N OF PINCONNINGI-75 NB WHITE FEATHER ROAD 3 = 107'


14' - 196742.32'2 -

3.0 MI W OF KAWKAWLINI-75 NB BEAVER ROAD 3 = 116'


14' - 196742.32'2 -

2.5 MI S OF KAWKAWLINI-75 NB M-13 CONN SB 3 = 169'

2 - 39.7' R 5'' RB01-09042 Main 316 LATEX CONC HS20

15' - /1993 195867.59'4 -

Appr 303IN BAY CITYM-25 SAGINAW RI & MECHELEN DR 7 = 854'

C01-09042 Main 101 NOT APPL HS20+Mod 195743.31'2 -2.3MI.W.OF TUSCOLA CO.LIN

M-25 MOLLETTE DRAIN 1 = 11'

C02-09042 Main 101 NOT APPL HS20+Mod 195742.98'2 -1.1MI.W.OF TUSCOLA CO.LIN

M-25 MUNROE DRAIN 1 = 11'

R01-09042 Main 505 LATEX CONC HS25/1993 195768.24'4 -

IN BAY CITYM-25 CM RR 5 = 247'


14' -8'' L 196632.15'2 -

2.0 MI S OF US 10HOTCHKISS RD M-47 4 = 181'


14' -8'' L 196632.15'2 -

1.0 MI S OF US 10SALZBURG RD M-47 4 = 181'

B01-09101 Main 104 MONO CONC HS20 1956109.25'4 -2.0 MI E OF AUBURN

US-10 CULVER DRAIN 1 = 35'

- 19 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C01-09101 Main 119 NOT APPL HS20+Mod 1960149.93'4 -1.2MI.SE.OF MIDLAND CO.L.

US-10 HOPPLER CREEK 1 = 10'

C02-09101 Main 119 NOT APPL HS20+Mod 1950127.95'4 -0.4MI.W.OF SEVEN MI.RD.

US-10 BRADFORD CO.DRAIN 2 = 12'

C03-09101 Main 119 NOT APPL HS20+Mod 1950119.75'4 -0.2MI.W.OF MACKINAW RD.

US-10 WILCOX DRAIN 2 = 12'

R01-09101 Main 332 LATEX CONC HS20 196161.02'2 -0.3 MI E OF MIDLAND CO LI

US-10 SB GTW RR 3 = 224'

R02-09101 Main 332 MONO CONC HS20/1997 196147.24'2 -

0.3 MI E OF MIDLAND CO LIUS-10 NB GTW RR 3 = 154'

2 - 60.7' R 0'' RS01-09101 Main 204 LATEX CONC HS20

14' - 196047.24'2 -

0.3 MI E OF MIDLAND CO LIUS-10 NB PATRICK RD. 3 = 130'


15' -0'' L 199994.16'5 -

0.4 MI E OF MIDLAND CO LIBAY RD. US-10 3 = 317'


14' -1'' L 195833.14'2 -

1.0 MI E OF MIDLAND CO LIFLAJOLE RD US-10 4 = 198'


15' -4'' L 196049.21'2 -

11.5 MI W OF BAY CITYM-47 US-10 4 = 209'


15' -4'' L 196049.21'3 -

11.5 MI W OF BAY CITYM-47 US-10 4 = 209'


15' -2'' L 195833.14'2 -

1.0 MI W OF FISHERVILLECARTER RD US-10 4 = 198'


14' -0'' L 195833.14'2 -

2.0 MI W OF AUBURNELEVEN MILE RD US-10 4 = 198'


14' -8'' L 195833.14'2 -

1.0 MI W OF AUBURNGARFIELD RD US-10 4 = 198'

4 - 54.8' L 56.8' R 9'' RS08-09101 Main 204 LATEX CONC 14' - H15

14' -11'' L 195833.14'2 -

S LTS OF AUBURNNINE MILE RD US-10 4 = 198'

4 - 50.2' L 50.9' R 10'' RS09-09101 Main 204 BITUMINOUS 14' - H15

14' -8'' L 195833.14'2 -

6.0 MI W OF BAY CITYSEVEN MILE RD US-10 4 = 183'


14' -2'' L 195833.14'2 -

4.0 MI W OF BAY CITYMACKINAW RD US-10 4 = 182'

- 20 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' -2'' L 195833.14'2 -

2.0 MI W OF BAY CITYTHREE MILE RD US-10 4 = 217'

4 - 55.4' L 55.4' R 8'' RS01-09111 Main 332 BITUMINOUS HS20

14' - 196133.14'2 -

1.9 MI S OF KAWKAWLINWILDER RD M-13/I-75 CONN 4 = 212'


14' - 196133.14'2 -

1.0 MI S OF KAWKAWLINWHEELER RD M-13/I-75 CONN 4 = 183'

Benzie**************B01-10011 Main 506 MONO CONC HS25

/1995 192442.65'2 -

NE LTS OF ELBERTA M-22 BETSIE R 1 = 60'

C01-10011 Main 319 NOT APPL HS20+Mod 196257.09'2 -0.2MI S OF HERRON RD

M-22 HERRING CR 1 = 10'

B01-10012 Main 104 LATEX CONC H20 195745.6'2 -7.5 MI SW OF LEELANAU CO

M-22 PLATTE R 3 = 90'

B01-10031 Main 532 LATEX CONC HS25 198449.21'2 -1.2 MI S OF BENZONIA

US-31 BETSIE R 1 = 80'


0.8 MI W OF HONOR US-31 PLATTE R 1 = 35'


3.9 MI E OF HONOR US-31 PLATTE R 1 = 40'

C01-10032 Main 119 NOT APPL HS20+Mod 190034.78'2 -0.3MI W OF CARMAN RD

US-31 BRUNDAGE CR 1 = 16'

C02-10032 Main 119 NOT APPL HS20+Mod 190034.78'2 -150FT W OF CARMEN RD

US-31 STANLEY CR 1 = 12'

4 - 44' R 5'' RR01-10032 Main 511 INTEG CONC 14' - H15

14' -5'' L 200045.28'2 -

Appr 352N LTS OF BENZONIAUS-31 AA RR (ABN) 5 = 155'

C01-10041 Main 119 NOT APPL HS20+Mod 190034.45'2 -2.6MI NW OF M-31

M-115 CRYSTAL LAKE OUTLET 1 = 16'

B01-10042 Main 302 BITUMINOUS H20 194040.35'2 -5.0 MI SE OF BENZONIA

M-115 BETSIE R 3 = 150'

C01-10042 Main 119 NOT APPL HS20+Mod 194166.93'2 -3.7MI SE OF M-31

M-115 DAIR'S CR 1 = 10'

- 21 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


Berrien**************C01-11011 Main 119 BITUMINOUS HS20+Mod 190082.02'4 -

1.1 MI S OF NEW BUFFALOUS-12 CREEK 1 = 10'

R02-11012 Main 332 MONO CONC HS20 197555.12'4 -2.2 MI S OF ST. JOSEPH

I-94 BL(RED ARROW) CSX RR 3 = 121'

B03-11013 Main 219 BITUMINOUS HS20 195094.82'4 -0.1 MI W OF PAW PAW AVE

I-94 BL (MAIN ST) OX CREEK 2 = 29'

2 - 51.8' R 6'' RB04-11013 Main 382 MONO CONC HS25

14' - 197672.51'4 -

0.2 MI W OF BICENTENNIAL I-94 BL (MAIN ST) MORRISON CHANNEL 6 = 507'

B05-11013 Main 316 OTHER HS25 197672.51'4 -Appr 3030.3 MI W OF RIVERVIEW

I-94 BL (MAIN ST) ST. JOE R (BICENTENNIAL) 5 = 571'


16' -6'' L 197144.29'2 -

2.8 MI SW OF US-12WILSON ROAD I-94 2 = 258'

6 - 77.8' L 78.7' R 8'' RS02-11014 Main 382 LATEX CONC 16' - HS20+Mod

16' -5'' L 196358.73'2 -

0.8 MI SE OF NEW BUFFALOLAPORTE ROAD I-94 4 = 243'


15' - /19866'' L 196431.17'2 -

0.5 MI E OF NEW BUFFALOMAUDLIN ROAD I-94 4 = 276'


2.5 MI NE OF NEW BUFFALOI-94 EB GALIEN RIVER 3 = 195'


2.5 MI NE OF NEW BUFFALOI-94 WB GALIEN RIVER 3 = 195'


2.1 MI NE OF STEVENSVILLEI-94 EB KEELO CR 1 = 75'


2.1 MI NE OF STEVENSVILLEI-94 WB KEELO CR 1 = 75'

C01-11015 Main 319 BITUMINOUS HS20+Mod 1961187.99'4 -0.4 MI W OF LIVINGSTON RD

I-94 WILDWOOD RD 1 = 17'

C02-11015 Main 119 BITUMINOUS HS20+Mod 1960233.92'4 -1.8 MI NE OF STEVENSVILLE

I-94 HICKORY CREEK 2 = 16'


0.8 MI NE OF NEW BUFFALOI-94 EB AMTRAK 3 = 157'


0.8 MI NE OF NEW BUFFALOI-94 WB AMTRAK 3 = 157'

- 22 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


R03-11015-3 Main 332 BITUMINOUS HS20/1979 196055.77'3 -

1.0 MI N OF HARBERTI-94 EB CSX RR 3 = 166'


1.0 MI N OF HARBERTI-94 WB CSX RR 3 = 166'


0.2 MI N OF BRIDGMANI-94 EB CSX RR SPUR 1 = 31'


0.2 MI N OF BRIDGMANI-94 WB CSX RR SPUR 1 = 31'


1.0 MI N OF STEVENSVILLEI-94 EB CSX RR 3 = 196'


1.0 MI N OF STEVENSVILLEI-94 WB CSX RR 3 = 196'

6 - 89.2' L 89.9' R 11'' RR06-11015 Main 303 MONO CONC 24' - HS20

24' -10'' L 196932.15'2 -

7.7 MI NE OF BRIDGMANMI & IN ELEC ROAD I-94 5 = 392'

R07-11015 Main 332 MONO CONC HS20 197828.87'1 -1.0 MI N OF STEVENSVILLE

I-94 WB RAMP B CSX RR 3 = 187'


15' -2'' L 199875.13'4 -

0.7 MI NE OF NEW BUFFALOI-94 EB US-12 4 = 240'


16' -2'' L 199875.13'4 -

0.7 MI NE OF NEW BUFFALOI-94 WB US-12 4 = 240'


17' -9'' L 196230.84'2 -

1.1 MI S OF UNION PIERKRUGER ROAD I-94 5 = 291'


16' -4'' L 196234.78'2 -

0.9 MI E OF UNION PIERUNION PIER ROAD I-94 4 = 392'


16' -8'' L 196232.81'2 -

1.3 MI S OF LAKESIDELAKESIDE ROAD I-94 4 = 323'


16' -11'' L 196232.81'2 -

1.0 MI SE OF LAKESIDEWARREN WOODS ROAD I-94 4 = 378'


16' -9'' L 196132.81'2 -

1.6 MI E OF LAKESIDEEAST ROAD I-94 4 = 341'


16' -9'' L 196034.78'2 -

1.5 MI SE OF HARBERTTHREE OAKS ROAD I-94 4 = 259'

- 23 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' -7'' L 196132.81'2 -

1.5 MI E OF HARBERTHARBERT ROAD I-94 4 = 218'

2 - 59.7' R 6'' RS10-11015-3 Main 332 LATEX CONC HS20

14' - /1979 196165.62'4 -

2.0 MI NE OF HARBERTI-94 EB SAWYER ROAD 3 = 148'


16' - /1979 196165.62'4 -

2.0 MI NE OF HARBERTI-94 WB SAWYER ROAD 3 = 148'


16' -7'' L 196132.81'2 -

2.0 MI S OF BRIDGMANBROWNTOWN ROAD I-94 4 = 244'

6 - 47.2' L 47.2' R 5'' RS12-11015-3 Main 332 LATEX CONC HS20+Mod

14' - /1979 196159.38'3 -

S LTS OF BRIDGMANI-94 EB OLD US-12 (RED ARROW H) 4 = 263'


15' - /1979 196159.38'3 -

S LTS OF BRIDGMANI-94 WB OLD US-12(RED ARROW HWY) 4 = 263'

2 - 15.1' L 11.5' R 10'' RS13-11015-3 Main 532 MONO CONC HS25

24' - /1998 196161.02'3 -

0.5 MI E OF RED ARROW HWYI-94 EB LAKE STREET 3 = 171'

2 - 15.1' L 11.5' R 10'' RS13-11015-4 Main 532 MONO CONC HS20+Mod

24' - /1998 196161.02'3 -

0.5 MI E OF RED ARRO W HWI-94 WB LAKE STREET 3 = 171'


17' -10'' L 196130.84'2 -

1.0 MI N OF BRIDGMANLIVINGSTON ROAD I-94 4 = 234'


18' -4'' L 196132.81'2 -

W LTS OF STEVENSVILLEJOHN BEERS ROAD I-94 4 = 219'

2 - 37.7' R 10'' RS16-11015-3 Main 332 LATEX CONC HS20+Mod

14' - /1965 196155.77'3 -

N LTS OF STEVENSVILLEI-94 EB PUETZ ROAD 3 = 155'


18' - /1997 196155.77'3 -

N LTS OF STEVENSVILLEI-94 WB PUETZ ROAD 3 = 155'


14' - /1978 1960103.67'3 -

1.2 MI N OF STEVENSVILLEI-94 EB I-94 BL (LAKESHORE DR) 3 = 191'


15' - /1978 196055.45'3 -

1.2 MI N OF STEVENSVILLEI-94 WB I-94 BL (LAKESHORE DR) 3 = 192'


17' -11'' L 196033.14'2 -

2.2 MI NE OF STEVENSVILLEGLENLORD ROAD I-94 4 = 342'


16' -10'' L 196033.14'2 -

2.6 MI NE OF STEVENSVILLECLEVELAND AVE I-94 4 = 380'

- 24 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' -1'' L 196033.14'2 -

2.3 MI S OF ST. JOSEPHWASHINGTON AVE I-94 4 = 276'

2 - 41' R 8'' RS21-11015-3 Main 204 LATEX CONC HS20+Mod

14' - /1979 196055.77'3 -

2.2 MI S OF ST. JOSEPHI-94 EB LINCOLN AVE 3 = 119'


14' - /1979 196055.77'3 -

2.2 MI S OF ST. JOSEPHI-94 WB LINCOLN AVE 3 = 119'


19' -11'' L 196037.4'2 -

3.2 MI S OF BENTON HARBORM-63 I-94 4 = 321'

8 - 89.2' L 89.9' R 11'' RX06-11015-7 Main 303 NONE 24' - RAILROAD

24' -10'' L 196921.98'

7.7 MI NE OF BRIDGMANMI & IN ELEC CO RR I-94 5 = 392'


3.0 MI S OF BENTON HARBORI-94 EB ST. JOSEPH RIVER 8 = 644'


3.0 MI S OF BENTON HARBORI-94 WB ST. JOSEPH RIVER 8 = 644'

B02-11016 Main 104 INTEG CONC HS20+Mod 1960159.45'6 -3.0 MI E OF BENTON HARBOR

I-94 BLUE CREEK 1 = 31'


1.4 MI SE BENTON HARBORI-94 EB CONRAIL (ABN) 3 = 173'


1.4 MI SE BENTON HARBORI-94 WB CONRAIL (ABN) 3 = 173'

4 - 46.3' L 46.3' R 7'' RS01-11016-3 Main 332 BITUMINOUS HS20+Mod

18' - /1965 196049.54'3 -

2.9 MI S OF BENTON HARBORI-94 EB US-31 & M-139 4 = 229'

4 - 46.3' L 46.3' R 10'' RS01-11016-4 Main 332 BITUMINOUS HS20+Mod

14' - /1965 196050.2'3 -

2.9 MI S OF BENTON HARBORI-94 WB US-31 & M-139 4 = 229'


16' - 196033.14'2 -

1.6 MI S OF BENTON HARBORNICKERSON AVE I-94 4 = 264'


14' - /1965 196047.57'3 -

1.4 MI SE BENTON HARBORI-94 EB PIPESTONE ROAD 3 = 221'


16' - /1965 196047.57'3 -

1.4 MI SE BENTON HARBORI-94 WB PIPESTONE ROAD 3 = 227'


16' - 200084.65'4 -

1.4 MI SE BENTON HARBORNAPIER ROAD I-94 2 = 209'

- 25 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - 196033.14'2 -

1.7 MI E OF BENTON HARBOREMPIRE ROAD I-94 4 = 272'


14' -10'' L 196033.14'2 -

2.0 MI E OF BENTON HARBORBRITAIN ROAD I-94 4 = 250'


17' -3'' L 196033.14'2 -

2.2 MI E OF BENTON HARBORHIGHLAND ROAD I-94 4 = 289'


17' -8'' L 196037.4'2 -

2.3 MI E OF BENTON HARBORI-94 BL EB (MAIN) I-94 4 = 291'


18' -4'' L 196033.14'2 -

2.7 MI NE OFBENTON HARBORTERRITORIAL ROAD I-94 4 = 435'


16' -6'' L 196033.14'2 -

3.0 MI E OF BENTON HARBORBENTON CENTER ROAD I-94 6 = 410'


17' -5'' L 196033.14'2 -

1.3 MI E OF I-196ROSLIN ROAD I-94 4 = 313'


16' -7'' L 196033.14'2 -

2.3 MI E OF I-196CARMODY ROAD I-94 4 = 361'


16' -5'' L 196033.14'2 -

2.8 MI E OF I-196BOYER ROAD I-94 4 = 337'


15' -7'' L 196031.17'2 -

3.5 MI E OF I-196PARK ROAD I-94 4 = 382'


14' -0'' L 196032.81'2 -

4.4 MI E OF I-196FRIDAY ROAD I-94 4 = 248'


17' - 196047.24'2 -

5.6 MI E OF I-196I-94 EB HENNESSY ROAD 3 = 134'

2 - 42' RS06-11017-4 Main 204 LATEX CONC 14' - HS20+Mod1'' L 196047.24'2 -

5.6 MI E OF I-196I-94 WB HENNESSY ROAD 3 = 134'

3 - 60' L S07-11017-3 Main 204 LATEX CONC 14' - HS25

/19986'' L 196061.35'2 -

6.6 MI E OF I-196I-94 EB M-140 3 = 157'

3 - 60' L S07-11017-4 Main 204 LATEX CONC 16' - HS20+Mod1'' L 196047.24'2 -

6.6 MI E OF I-196I-94 WB M-140 3 = 157'

B01-11018 Main 104 INTEG CONC HS20 1959203.41'4 -7.2 MI E OF I-196

I-94 MILL CREEK 1 = 41'

- 26 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' -1'' L 196033.14'2 -

8.6 MI E OF I-196COUNTY LINE ROAD I-94 4 = 236'

B01-11021 Main 302 BITUMINOUS HS20 195347.24'4 -3.0 MI E OF NEW BUFFALO

US-12 GALIEN RIVER 3 = 129'

B02-11021 Main 211 BITUMINOUS H15 191942.98'2 -AT US-12BR & US-31BR JCT

US-12 BR (MAIN) ST. JOSEPH RIVER 4 = 338'

C01-11021 Main 119 BITUMINOUS HS20+Mod 190041.01'2 -1.4 MI W OF THREE OAKS

US-12 DEER CREEK 1 = 12'

C02-11021 Main 119 BITUMINOUS HS20+Mod 190041.99'2 -1.4 MI E OF THREE OAKS

US-12 WILD ROSE DRAIN 1 = 16'


US-12 BEAVERDAM CREEK 1 = 16'


US-12 DOWLING CREEK 1 = 14'


US-12 DOWLING CREEK 1 = 14'

C06-11021 Main 119 BITUMINOUS HS20+Mod 1900133.86'2 -IN GALIEN

US-12 LITNER ALLEN & RENBGR DR 1 = 14'

C07-11021 Main 119 BITUMINOUS HS20+Mod 190071.85'2 -0.8 MI E OF GALIEN

US-12 BR. GALIEN RIVER 1 = 12'

C08-11021 Main 119 BITUMINOUS HS20+Mod 193035.76'2 -4.1 MI SE OF GALIEN

US-12 DAYTON LAKE 1 = 12'

C09-11021 Main 119 BITUMINOUS HS20+Mod 193040.03'2 -6.2 MI SE OF GALIEN

US-12 MC COY CREEK 1 = 16'

4 - 51.8' R 2'' RX01-11021 Main 325 NONE RAILROAD

14' - 193117.72'

1.4 MI E OF NEW BUFFALOCSX RR US-12 1 = 64'

B01-11031 Main 111 BITUMINOUS H15 189954.79'2 -0.9 MI N OF SCOTTDALE

US-31 YELLOW CREEK 1 = 28'

B02-11031 Main 505 LATEX CONC HS25 198259.06'4 -2.5 MI S OF BENTON HARBOR

US-31 & M-139 ST. JOSEPH RIVER 5 = 406'


SE LTS OF BENTON HARBORM-139 CONRAIL (ABN) & OX CREEK 9 = 672'

- 27 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C01-11051 Main 119 BITUMINOUS HS20+Mod 190055.77'4 -0.2 MI N OF US-12

US-31 BR & M-51 BRANDYWINE CREEK 1 = 16'

B01-11052 Main 302 LATEX CONC HS20 194856.43'2 -1.1 MI N OF US-12 BR

US-31 BR DOWAGIAC RIVER 2 = 120'

B02-11052 Main 532 BITUMINOUS HS25 199446.59'2 -IN BERRIEN SPRINGS

US-31 BR ST. JOSEPH RIVER 4 = 400'

B03-11052 Main 104 BITUMINOUS H20 194973.16'2 -0.3 MI NW OF SCOTTDALE

M-63 YELLOW CREEK 1 = 33'

B04-11052 Main 505 INTEG CONC HS20 196946.26'2 -0.5 MI S OF ST. JOSEPH

M-63 HICKORY CREEK 1 = 60'

C01-11052 Main 119 BITUMINOUS HS20+Mod 194876.77'2 -1.7 MI N BERRIEN SPRINGS

US-31 BR LEMON CREEK 2 = 18'

C02-11052 Main 119 NOT APPL HS20+Mod 19802 -0.5 MI N OF SNYDER RD

US-31 BR TOWSEND CREEK 1 = 10'

4 - 71.9' R 0'' RX01-11052 Main 309 MONO CONC RAILROAD

25' - 189913.78'

Appr 303IN NILES (N FRONT STREET)AMTRAK US-31 BR & ST. JOSEPH R 6 = 640'


Appr 303IN ST. JOSEPHM-63 ST. JOE R (BLOSSOMLAND) 7 = 713'

1 - 33.8' R 4'' RR01-11053 Main 532 MONO CONC HS25

14' - 200074.48'4 -

Appr 532IN ST. JOSEPHM-63 CSX RR AND RAMP 6 = 335'

2 - 42' R 0'' RS03-11053 Main 332 MONO CONC HS20

13' - 195467.91'4 -

1.0 MI N OF BENTON HARBORM-63 GRAND BLVD 3 = 157'


16' -10'' L 197743.96'2 -

0.8 MI N OF INDIANA STATEBERTRAND ROAD US-31 3 = 360'


16' - 197856.1'3 -

2.0 MI SW OF NILESUS-31 SB US-12 2 = 246'


16' - 197856.1'3 -

2.0 MI SW OF NILESUS-31 NB US-12 2 = 246'

B01-11057 Main 482 MONO CONC HS25 198448.88'2 -2.0 MI W OF NILES

US-31 SB ST. JOSEPH RIVER 5 = 1310'

B02-11057 Main 482 MONO CONC HS25 198448.88'2 -2.0 MI W OF NILES

US-31 NB ST. JOSEPH RIVER 2 = 1509'

- 28 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B03-11057 Main 532 MONO CONC HS25 199046.92'2 -5.5 MI SW OF BERRIEN SPR


B04-11057 Main 532 MONO CONC HS25 199046.92'2 -5.5 MI SW OF BERRIEN SPR


C01-11057 Main 119 NOT APPL HS25 1990271.98'4 -1.5 MI N OF SNOW ROAD

US-31 LEMON CREEK 1 = 20'

R01-11057 Main 332 LATEX CONC HS25 197928.87'2 -3.5 MI SW OF NILES

US-31 SB RAMP AMTRAK RR 3 = 172'

R02-11057 Main 532 MONO CONC HS25 197945.6'2 -3.5 MI SW OF NILES

US-31 SB AMTRAK RR 3 = 163'


US-31 NB AMTRAK RR 3 = 172'


US-31 NB RAMP AMTRAK RR 3 = 172'


20' -5'' L 197350.52'2 -

2.0 MI W OF NILESBUCHANAN ROAD US-31 5 = 403'

4 -116.5' L 116.5' R 5'' RS02-11057 Main 482 MONO CONC 18' - HS20

17' -11'' L 199551.18'2 -

3.5 MI N OF US-121US-31 BR (WALTON) US-31 4 = 405'


14' - 199847.24'2 -

5.6 MI N OF US-12US-31 NB (RELOC) MATTHEW ROAD 1 = 94'


14' - 199847.24'2 -

5.6 MI N OF US-12US-31 SB (RELOC) MATTHEW ROAD 1 = 94'


16' -1'' L 199747.24'2 -

7.9 MI N OF US-12RANGELINE ROAD US-31 2 = 320'

S06-11057 Main 482 MONO CONC HS20 199547.24'2 -5.3 MI SW OF BERRIEN SPR

LAKE CHAPIN ROAD US-31 2 = 323'


17' -5'' L 199547.24'2 -

4.6 MI SW OF BERRIEN SPRSNOW ROAD US-31 (RELOCATED) 2 = 344'


16' -8'' L 199799.41'5 -

2.0 MI NW BERRIEN SPRINGSOLD US-31 US-31(RELOCATED) 5 = 403'


24' -3'' L 199043.96'2 -

1.5 MI W OF BERRIEN SPRSHAWNEE ROAD US-31 2 = 292'

- 29 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-11071 Main 104 BITUMINOUS HS20 195343.31'2 -8.9 MI S OF WATERVLIET

M-140 PIPESTONE CREEK 1 = 40'

C01-11071 Main 119 BITUMINOUS HS20+Mod 195777.76'2 -4.8 MI N OF M-62

M-140 PIPESTONE RIVER CO DRAIN 1 = 16'

C02-11071 Main 119 BITUMINOUS HS20+Mod 195763.98'2 -0.5 MI S OF I-94

M-140 RYNO DRAIN 1 = 10'

B01-11072 Main 332 MONO CONC HS25 199660.7'4 -IN WATERVLIET

M-140 PAW PAW RIVER 2 = 137'

B02-11072 Main 104 MONO CONC HS20 195843.64'2 -1.7 MI N OF WATERVLIET

M-140 PAW PAW LAKE OUTLET 1 = 40'

B01-11081 Main 332 MONO CONC HS20 195566.27'4 -0.2 MI E OF M-63

JEAN KLOCK ROAD PAW PAW RIVER 3 = 180'


14' - 196836.42'2 -

1.5 MI E OF BENTON HARBOREUCLID AVE I-94 BL (MAIN STREET) 2 = 178'

B01-11091 Main 402 MONO CONC HS20 195043.64'2 -AT CASS CO LINE

M-51 MCKENZIE CREEK 3 = 80'

C01-11091 Main 119 BITUMINOUS HS20+Mod 195049.87'2 -2.3 MI NE US-12BR NILES

M-51 ELY CREEK 1 = 12'


0.8 MI S OF NILESUS-12 ST. JOSEPH RIVER 5 = 480'


13' - 195538.71'2 -

0.8 MI S OF NILESUS-12 EB M-51 3 = 157'


13' - 195538.71'2 -

0.8 MI S OF NILESUS-12 WB M-51 3 = 157'

B01-11111-1 Main 332 LATEX CONC HS20+Mod 196343.64'2 - 5.0 MI NE BENTON HARBOR

I-196 NB PAW PAW RIVER 3 = 201'

B01-11111-2 Main 332 LATEX CONC HS20+Mod 196343.64'2 - 5.0 MI NE BENTON HARBOR

I-196 SB PAW PAW RIVER 3 = 201'

R01-11111-1 Main 332 MONO CONC HS20+Mod 196343.64'2 - IN RIVERSIDE

I-196 NB CSX RR 3 = 148'

R01-11111-2 Main 332 MONO CONC HS20+Mod 196343.64'2 - IN RIVERSIDE

I-196 SB CSX RR 3 = 148'

- 30 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


4 - 67.9' L 67.9' R 2'' RS01-11111-1 Main 382 BITUMINOUS 22' - HS20+Mod

20' -1'' L 196335.76'2 -

4.0 MI NE BENTON HARBORI-196 NB I-94 4 = 320'

4 - 67.9' L 67.9' R 3'' RS01-11111-2 Main 382 BITUMINOUS 19' - HS20+Mod

16' -6'' L 196335.76'2 -

4.0 MI NE BENTON HARBORI-196 SB I-94 4 = 320'


15' -1'' L 196347.24'2 -

1.0 MI N OF I-94RED ARROW HIGHWAY I-196 4 = 253'


16' -1'' L 196230.84'2 -

1.5 MI N OF I-94BENTON CENTER ROAD I-196 4 = 213'


14' - 196347.57'2 -

IN RIVERSIDEI-196 NB COLOMA ROAD 3 = 124'


15' - 196347.57'2 -

IN RIVERSIDEI-196 SB COLOMA ROAD 3 = 124'


16' -0'' L 196332.81'2 -

0.5 MI N OF RIVERSIDERIVERSIDE ROAD I-196 4 = 265'


16' -4'' L 196230.84'2 -

2.5 MI N OF RIVERSIDECENTRAL AVE I-196 4 = 233'


16' -6'' L 196232.48'2 -

3.0 MI N OF RIVERSIDEM-63 I-196 4 = 214'

B01-11112 Main 532 MONO CONC HS25 199847.24'2 - 1.5 MI N OF OLD US-31


B02-11112 Main 532 MONO CONC HS25 199847.24'2 - 1.5 MI N OF OLD US-31


B03-11112 Main 532 MONO CONC HS25 200071.19'4 -0.7 MI E OF US-31 (RELOC)

PIPESTONE RD (REL) PIPESTONE CREEK 5 = 382'

B04-11112 Main 532 MONO CONC HS25 200047.24'2 -7.2 MI N OF OLD US-31

US-31 SB (RELOC) PIPESTONE CREEK 6 = 655'

B05-11112 Main 532 MONO CONC HS25 200047.24'2 -7.2 MI N OF OLD US-31

US-31 NB (RELOC) PIPESTONE CREEK 6 = 605'

4 - S01-11112 Main 532 MONO CONC HS20 199951.18'2 -

SEC 26-35 SODUS TWPTABOR ROAD US-31 (RELOC) 4 = 318'

4 - 3'' RS02-11112 Main 532 MONO CONC 16' - HS20

16' -3'' L 199947.24'2 -

4.2 MI N OF OLD US-31OXBOW ROAD US-31 (RELOC) 4 = 357'

- 31 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


4 - 6'' RS03-11112 Main 532 MONO CONC HS20

16' - 200047.24'2 -

SODUS TWP SEC 14-15NAOMI ROAD US-31 (RELOC) 4 = 318'


16' - 200083.33'5 -

6.4 MI N OF OLD US-31PIPESTONE ROAD US-31 (RELOC) 4 = 319'

4 -117.5' L 117.5' R 3'' RS05-11112 Main 532 MONO CONC HS20

16' - 200047.24'2 -

8.3 MI N OF OLD US-31MEADOWBROOK ROAD US-31 4 = 323'


16' - 200086.94'4 -

9.0 MI N OF OLD US-31NAPIER AVE US-31 4 = 342'

Branch**************B01-12021 Main 442 BITUMINOUS H15 193348.56'2 -

1.3 MI NE ST. JOSEPH COUS-12 PRAIRIE RIVER 3 = 63'


2.7 MI NE OF BRONSONUS-12 SWAN CREEK 1 = 40'


W LTS OF COLDWATERUS-12 COLDWATER RIVER 1 = 77'

C01-12021 Main 119 BITUMINOUS HS20+Mod 193969.88'2 -0.1 MI W OF SNOW PRAIRIE

US-12 FLAG CREEK 1 = 16'

R01-12021 Main 302 BITUMINOUS H15 193656.43'2 - 0.8 MI SW OF BATAVIA

US-12 MISOUTH 3 = 180'


3.0 MI EAST OF QUINCYUS-12 HOG CREEK 3 = 65'

C01-12022 Main 119 BITUMINOUS HS20+Mod 193459.71'2 -0.7 MI E OF FISKE ROAD

US-12 BURTON DRAIN 1 = 12'

C02-12022 Main 119 BITUMINOUS HS20+Mod 193459.71'2 -0.2 MI E OF FOX ROAD

US-12 QUINCY #37 DRAIN 1 = 10'

B02-12031 Main 104 BITUMINOUS H15 192954.13'2 - IN COLDWATER

I-69 BL (DIVISION) SAUK RIVER 1 = 29'

B02-12033 Main 532 LATEX CONC HS20+Mod/2000 196742.32'2 -

7.1 MI S OF US-12I-69 SB COLDWATER LAKE DRAIN 1 = 49'

B04-12033 Main 332 MONO CONC HS20+Mod 196742.32'2 -0.8 MI S OF US-12

I-69 SB SAUK RIVER 1 = 48'

- 32 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B06-12033 Main 532 LATEX CONC HS20+Mod 196742.32'2 -7.1 MI S OF US-12

I-69 NB COLDWATER LAKE DRAIN 1 = 49'

B07-12033 Main 332 MONO CONC HS20+Mod 196742.32'2 -0.8 MI S OF US-12

I-69 NB SAUK RIVER 1 = 47'

R01-12033 Main 332 MONO CONC HS20+Mod 196748.23'2 -0.2 MI S OF US-12

I-69 SB INDIANA NORTHEASTERN RR 3 = 197'

R02-12033 Main 332 MONO CONC HS20+Mod 196742.32'2 -0.2 MI S OF US-12

I-69 NB INDIANA NORTHEASTERN RR 3 = 197'

4 - 81' L 81' R 0'' RS03-12033 Main 332 MONO CONC 16' - H15

16' -8'' L 196735.1'2 -

10.0 MI S OF US-12COPELAND ROAD I-69 4 = 242'


16' -9'' L 196731.17'2 -

9.3 MI S OF US-12IYO PAWA ROAD I-69 4 = 241'


16' -8'' L 196731.17'2 -

7.6 MI N OF INDIANA STATECENTRAL ROAD I-69 5 = 314'


16' -8'' L 196736.42'2 -

2.9 MI S OF US-12I-69 BL (FENN RD) I-69 2 = 216'


16' -5'' L 196731.17'2 -

1.8 MI S OF US-12DORRANCE ROAD I-69 4 = 254'


15' - 196742.32'2 -

IN COLDWATERI-69 SB US-12 3 = 149'


16' -4'' L 196732.15'2 -

8.0 MI S OF US-12PEARL BEACH ROAD I-69 2 = 216'


16' -4'' L 196732.15'2 -

7.0 MI S OF US-12LAKE WARREN ROAD I-69 2 = 216'

4 - 79.7' R 11'' RS13-12033 Main 332 BITUMINOUS HS20+Mod

14' - 196767.59'2 -

IN COLDWATERI-69 NB US-12 3 = 149'

4 - 72.8' L 82' R 3'' RS14-12033 Main 332 MONO CONC 16' - H15

19' -5'' L 196732.15'2 -

0.5 MI N OF INDIANA STATESTOKES ROAD I-69 4 = 273'


16' -4'' L 196731.17'2 -

1.9 MI N OF INDIANA STATESOUTHERN ROAD I-69 4 = 312'

B02-12034 Main 532 MONO CONC HS20+Mod 196742.32'2 -6.7 MI N OF US-12

I-69 SB HOG CREEK 2 = 96'

- 33 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B04-12034 Main 532 MONO CONC HS20+Mod 196742.32'2 -6.7 MI N OF US-12

I-69 NB HOG CREEK 2 = 96'

C01-12034 Main 119 MONO CONC HS20+Mod 1967293.96'4 -3.0 MI N OF US-12

I-69 COLD CREEK 2 = 18'

C02-12034 Main 319 MONO CONC HS20+Mod 1967286.09'4 -6.9 MI N OF US-12

I-69 GIRARD COUNTY DRAIN 1 = 12'


17' -6'' L 196732.15'2 -

1.4 MI N OF US-12STATE ROAD I-69 2 = 216'


16' -6'' L 196732.15'2 -

2.4 MI N OF US-12NEWTON ROAD I-69 2 = 216'


16' -1'' L 196736.42'2 -

3.4 MI N OF US-12JONESVILLE ROAD I-69 2 = 216'


16' -1'' L 196731.17'2 -

5.5 MI N OF US-12DAYBURG ROAD I-69 4 = 249'


16' -6'' L 196734.12'2 -

6.5 MI N OF US-12GIRARD ROAD I-69 2 = 216'


16' -4'' L 196732.15'2 -

8.5 MI N OF US-12HERRICKSVILLE ROAD I-69 2 = 216'

B01-12041 Main 302 INTEG CONC H15 192827.89'2 -0.2 MI W MATTESON LK RD

M-86 MATTESON CREEK 1 = 35'

C02-12041 Main 319 BITUMINOUS HS20+Mod 192847.9'2 -0.2 MI E OF SNOW PRARIE

M-86 BATAVIA #1 & #7 DRAIN 1 = 12'

C01-12061 Main 119 BITUMINOUS HS20+Mod 190054.46'2 -2.1 MI E ST. JOSEPH CO

M-60 SHERWOOD #60 DRAIN 1 = 10'

C02-12061 Main 119 BITUMINOUS HS20+Mod 190053.81'2 -0.2 MI E OF M-66

M-60 SPENCER CREEK 1 = 18'

Calhoun**************B01-13011 Main 505 MONO CONC H15 199056.43'2 -

2.8 MI N M-89 (MICHIG)M-37 (BEDFORD) WABASCON CREEK 1 = 28'

B01-13012 Main 505 LATEX CONC HS20 198266.27'4 -0.2 MI N OF I-94 BL

M-89 (WASHINGTON) BATTLE CREEK RIVER 2 = 174'

- 34 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


R01-13012 Main 482 LATEX CONC HS20 198266.27'4 - 0.1 MI N OF I-94 BL

M-89 (WASHINGTON) GTW RR & KALAMAZOO RIVER 8 = 713'


1.3 MI N OF I-94 BLM-37 (BEDFORD RD) KALAMAZOO RIVER 5 = 334'

B01-13016 Main 701 BITUMINOUS HS20 198431.82'2 -7.6 MI S OF I-94

M-311 (11 MILE RD) NOTTAWA CREEK 1 = 24'

B02-13016 Main 505 BITUMINOUS H15 195931.17'2 -1.8 MI S OF I-94

M-311 (11 MILE RD) KALAMAZOO RIVER 2 = 110'

R01-13016 Main 505 BITUMINOUS HS20+Mod 196862.34'4 -0.3 MI N OF I-94 BL

M-311 (RAYMOND RD) CONRAIL 4 = 200'

B01-13017 Main 505 BITUMINOUS HS20 199540.68'2 -1.2 MI N OF I-94

M-294 (BEADLE LK) KALAMAZOO RIVER 2 = 130'


IN HOMERM-60 & M-99 KALAMAZOO RIVER 1 = 75'

B01-13031 Main 302 LATEX CONC H15 192937.4'2 -IN ATHENS

M-66 NOTTAWASSEPEE RIVER 1 = 50'

B02-13031 Main 219 INTEG CONC HS20 194752.82'2 -0.2 MI S OF N DRIVE SOUTH

M-66 PINE CREEK 2 = 25'

C01-13031 Main 119 MONO CONC HS20+Mod 192954.79'2 -IN ATHENS

M-66 MILL RACE 1 = 15'

C02-13031 Main 119 BITUMINOUS HS20+Mod 194792.85'2 -4.6 M S OF I-94

M-66 SEVERENCE CREEK 2 = 16'

B02-13032 Main 302 BITUMINOUS H20 194040.68'2 -3.2 MI SW OF BARRY CO

M-66 WANONDAGA CREEK 1 = 50'

B03-13032 Main 532 MONO CONC HS20 196675.13'4 -3.5 MI N OF I-94

M-66 BATTLE CREEK RIVER 2 = 86'

B01-13033 Main 432 LATEX CONC HS20+Mod 196686.94'4 - 2.5 MI N OF I-94

I-194 KALAMAZOO RIVER 5 = 372'

C01-13033 Main 119 MONO CONC HS20+Mod 1966301.84'4 -0.3 MI N OF I-94

I-194 MINGES CREEK 2 = 16'

R01-13033 Main 382 MONO CONC HS20+Mod 196697.77'4 -3.2 MI N OF I-94

I-194 GTW RR 3 = 206'

- 35 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



I-194 NB OFF RAMP CONRAIL (ABN) 3 = 139'


I-194 CONRAIL (ABN) 3 = 191'


16' - 196047.24'2 -

1.7 MI N OF I-94I-194 NB GOLDEN AVE 3 = 124'


15' - 196047.24'2 -

1.7 MI N OF I-94I-194 SB GOLDEN AVE 3 = 124'

4 - 41.7' L 42' R 9'' RS02-13033 Main 382 MONO CONC 16' - HS20

14' -1'' L 196578.41'4 -

2.1 MI N OF I-94M-96 (COLUMBIA) I-194 3 = 164'


14' - 196697.77'4 -

2.8 MI N OF I-94I-194 BURNHAM ST 3 = 133'


27' -7'' L 196686.94'4 -

3.1 MI N OF I-94I-194 I-94 BL (DICKMAN ROAD) 4 = 283'


14' - 196692.19'4 -

3.3 MI N OF I-94I-194 FOUNTAIN STREET 3 = 139'

B01-13045 Main 111 BITUMINOUS OTHER/1984 191633.79'2 -

0.1 MI S OF INDUSTRIAL RDM-227(S KALAMAZOO) KALAMAZOO RIVER 1 = 84'

B01-13061 Main 302 INTEG CONC HS20 194760.37'2 -2.4 MI E OF KALAMAZOO CO

M-89 WABASCON CREEK 1 = 45'

R01-13061 Main 532 MONO CONC HS25 199885.96'2 -0.2 MI E M-96 (COLUMBIA)

I-94 BL (E MICH) NORFOLK SOUTHERN 3 = 120'

B01-13073 Main 532 MONO CONC HS20+Mod 196842.32'2 - 1.2 MI N OF BRANCH CO

I-69 SB ST. JOSEPH RIVER 3 = 133'

B04-13073 Main 532 MONO CONC HS20+Mod 196842.32'2 -2.6 MI S OF I-94

I-69 SB KALAMAZOO RIVER 2 = 106'

B05-13073 Main 532 MONO CONC HS20+Mod 196842.32'2 - 1.2 MI N OF BRANCH CO

I-69 NB ST. JOSEPH RIVER 3 = 130'

B06-13073 Main 532 MONO CONC HS20+Mod 196842.32'2 -2.6 MI S OF I-94

I-69 NB KALAMAZOO RIVER 2 = 106'

C01-13073 Main 319 MONO CONC HS20+Mod 1968124.02'2 -4.2 MI N OF M-60

I-69 SB HARTSON DRAIN 1 = 15'

- 36 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



I-69 NB HARTSON DRAIN 1 = 15'


I-69 SB NOTTAWASSEPEE RIVER 1 = 17'

C04-13073 Main 319 MONO CONC HS20+Mod 1968104'2 -3.0 MI N OF M-60

I-69 NB NOTTAWASSEPEE RIVER 1 = 17'

C05-13073 Main 119 MONO CONC HS20+Mod 1968198.82'4 -1.0 MI S OF I-94

I-69 BEAR CREEK 2 = 12'

R01-13073 Main 332 BITUMINOUS HS20+Mod 196848.23'2 - 2.3 MI N OF BRANCH CO

I-69 SB CONRAIL (ABN) 3 = 140'

R03-13073 Main 332 BITUMINOUS HS20+Mod 196848.23'2 - 2.3 MI N OF BRANCH CO

I-69 NB CONRAIL (ABN) 3 = 140'


16' -4'' L 196834.12'2 -

1.6 MI N OF BRANCH COJACKSON ROAD I-69 4 = 240'


15' - 196842.32'2 -

AT M-60I-69 SB M-60 3 = 111'


16' -4'' L 196832.15'2 -

4.3 MI N OF BRANCH COP DRIVE SOUTH I-69 2 = 216'


16' -7'' L 196832.15'2 -

7.5 MI N OF BRANCH COJ DRIVE SOUTH I-69 SB 3 = 151'

4 - 88.6' L 88.6' R 5'' RS06-13073 Main 332 INTEG CONC 16' - H15

16' -8'' L 196832.15'2 -

9.5 MI N OF BRANCH COF DRIVE SOUTH I-69 5 = 393'


17' -2'' L 196834.12'2 -

3.0 MI S OF I-94A DRIVE NORTH I-69 4 = 287'

4 - 81' L 81' R 6'' RS08-13073 Main 332 MONO CONC 16' - HS20+Mod

16' -2'' L 196835.1'2 -

2.0 MI S OF I-94I-94 BL WB (MICH) I-69 4 = 280'


16' -4'' L 196836.42'2 -

1.5 MI S OF I-94VERONA ROAD I-69 4 = 320'

8 - 90.2' L 90.2' R 6'' RS10-13073-2 Main 382 MONO CONC 16' - HS20+Mod

16' -6'' L 196835.1'2 -

AT I-94I-69 SB I-94 4 = 356'


16' -6'' L 196835.1'2 -

AT I-94I-69 SB COLLECTOR I-94 4 = 356'

- 37 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' -4'' L 196836.42'2 -

0.7 MI N OF BRANCH COOLD US-27 (MAIN) I-69 4 = 252'


14' - 196842.32'2 -

AT M-60I-69 NB M-60 3 = 111'


18' -5'' L 196835.1'2 -

AT I-94I-69 NB I-94 4 = 356'


18' -5'' L 196835.1'2 -

AT I-94I-69 NB COLLECTOR I-94 4 = 356'


16' - 196832.15'2 -

7.5 MI N OF BRANCH COJ DRIVE SOUTH I-69 NB 3 = 151'

4 - 81' L 80.7' R 5'' RS16-13073 Main 332 MONO CONC 17' - HS20

17' -0'' L 196835.1'2 -

2.0 MI S OF I-94I-94 BL EB (MICH) I-69 4 = 280'

4 - 66.9' L 64' R 1'' RX02-13073 Main 352 NONE 16' - RAILROAD

17' -9'' L 196835.1'

2.4 MI S OF I-94NORFOLK SOUTHERN I-69 3 = 206'


16' -10'' L 197038.39'2 -

3.0 MI N OF MARSHALLJ DRIVE NORTH I-69 2 = 264'


17' -7'' L 197038.39'2 -

2.5 MI N OF I-9416 MI RD CONN I-69 5 = 364'


16' -7'' L 197042.32'2 -

4.7 MI N OF MARSHALLN DRIVE NORTH I-69 5 = 364'


16' -6'' L 197038.39'2 -

8.5 MI N OF MARSHALLGARFIELD ROAD I-69 6 = 608'

C01-13081 Main 119 BITUMINOUS HS20+Mod 1968232.94'4 - 3.6 MI E OF KALAMAZOO CO

I-94 MINGES CREEK 2 = 16'

R01-13081-3 Main 332 LATEX CONC HS20 195947.24'2 -0.5 MI E OF KALAMAZOO CO

I-94 EB GTW RR 3 = 192'

R01-13081-4 Main 332 LATEX CONC HS20 195947.24'2 -0.5 MI E OF KALAMAZOO CO

I-94 WB GTW RR 3 = 192'


14' -6'' L 195855.12'4 -

0.1 MI E OF KALAMAZOO COI-94 BL (CLIMAX) I-94 4 = 330'


18' -8'' L 195933.14'2 -

1.0 MI E OF KALAMAZOO CORENTON ROAD I-94 4 = 254'

- 38 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' -6'' L 195936.42'2 -

3.0 MI E OF KALAMAZOO COHELMER ROAD I-94 4 = 256'


14' -5'' L 195977.43'4 -

5.0 MI E OF KALAMAZOO COCAPITAL AVE I-94 4 = 256'


16' - 196047.24'2 -

0.5 MI W OF M-66I-94 EB RIVERSIDE DRIVE 3 = 124'


13' - 196047.24'2 -

0.5 MI W OF M-66I-94 WB RIVERSIDE DRIVE 3 = 124'


18' - /19944'' L 196057.09'3 -

AT M-66I-194 & M-66 NB I-94 4 = 363'


15' - /19942'' L 196057.09'3 -

AT M-66I-194 & M-66 SB I-94 4 = 363'

B01-13082-3 Main 204 LATEX CONC HS20 196037.4'2 - 3.7 MI E OF M-66

I-94 EB KALAMAZOO RIVER 4 = 275'

B01-13082-4 Main 204 LATEX CONC HS20 196037.4'2 - 3.7 MI E OF M-66

I-94 WB KALAMAZOO RIVER 4 = 275'

C02-13082 Main 119 MONO CONC HS20+Mod 1968274.93'2 - 1.6 MI E OF M-66

I-94EB & WB & RAMP BARNUM CREEK 2 = 16'

C03-13082 Main 119 BITUMINOUS HS20+Mod 196875.79'1 - 1.6 MI E OF M-66

I-94 WB OFF RAMP BARNUM CREEK 2 = 16'

C04-13082 Main 119 MONO CONC HS20+Mod 19684 - 0.5 MI E OF I-69

I-94 BEAR CREEK 2 = 48'


15' - 195947.24'2 -

0.5 MI E OF M-66I-94 EB 6 1/2 MILE ROAD 3 = 155'


17' - 195947.24'2 -

0.5 MI E OF M-66I-94 WB 6 1/2 MILE ROAD 3 = 155'


15' - 195947.24'2 -

1.5 MI E OF M-66I-94 EB BEADLE LAKE ROAD 3 = 122'


15' - 195947.24'2 -

1.5 MI E OF M-66I-94 WB BEADLE LAKE ROAD 3 = 122'


15' - 195947.24'2 -

3.2 MI E OF M-66I-94 EB 9 MILE ROAD 3 = 117'

- 39 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - 195947.24'2 -

3.2 MI E OF M-66I-94 WB 9 MILE ROAD 3 = 117'


19' -1'' L 196031.17'2 -

1.0 MI W OF I-94 BLF DRIVE NORTH I-94 2 = 175'


18' -10'' L 196045.93'3 -

4.6 MI W OF I-69I-94 BL (MICHIGAN) I-94 4 = 311'


19' -6'' L 196032.81'2 -

0.2 MI E OF I-94 BL11 MILE ROAD I-94 4 = 258'


16' -3'' L 196033.14'2 -

2.6 MI E OF I-94 BLVERONA ROAD I-94 4 = 414'


16' -6'' L 196032.81'2 -

0.4 MI W OF I-6915 MILE ROAD I-94 4 = 238'

4 - 66.6' L 66.3' R 4'' RX01-13082 Main 352 MONO CONC 15' - RAILROAD

15' -9'' L 196033.79'

1.2 MI W OF I-94 BLNORFOLK SOUTHERN I-94 2 = 171'


4.0 MI E OF I-69I-94 EB RICE CREEK 3 = 87'

B01-13083-4 Main 104 LATEX CONC HS20 196047.24'2 -4.0 MI E OF I-69

I-94 WB RICE CREEK 3 = 87'


16' -4'' L 196061.35'4 -

1.7 MI E OF I-6917 MILE ROAD I-94 4 = 315'


15' -2'' L 196033.14'2 -

2.4 MI E OF I-6917 1/2 MILE ROAD I-94 4 = 313'


14' -11'' L 196031.17'2 -



15' -5'' L 196047.24'2 -

3.8 MI E OF I-69I-94 BL (PARTELLO) I-94 4 = 358'


15' -2'' L 196031.17'2 -



14' -1'' L 196033.14'2 -



14' -10'' L 195933.14'2 -


- 40 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' -6'' L 195931.17'2 -



15' -5'' L 196033.14'2 -

4.8 MI W OF JACKSON CO26 MILE ROAD I-94 4 = 227'


16' -6'' L 196033.46'2 -



15' -6'' L 200182.68'6 -

2.0 MI W OF JACKSON COI-94 BL (28 MILE) I-94 2 = 254'


15' -9'' L 196036.42'2 -


B01-13092 Main 302 BITUMINOUS H20 193855.77'2 -S LTS OF ALBION

M-99 (SUPERIOR ST) KALAMAZOO RIVER 2 = 105'


IN ALBIONM-99 (SUPERIOR ST) KALAMAZOO RIVER 2 = 102'

C01-13121 Main 319 MONO CONC HS20+Mod 1963197.83'2 -1.5 MI S OF M-96

I-94 BL (MLK) ADDISON & GETHINGS DRAIN 2 = 11'

C02-13121 Main 319 MONO CONC HS20+Mod 1963163.06'2 -0.7 MI S OF M-96

I-94 BL (MLK) MARSH DRAIN 1 = 10'

C03-13121 Main 319 MONO CONC HS20+Mod 19634 -0.1 MI W OF I-194

I-94 BL (DICKMAN) KALAMAZOO RIVER 8 = 114'


IN SPRINGFIELDI-94 BL (DICKMAN) GTW RR 3 = 126'

B01-13122 Main 532 MONO CONC HS20 199478.41'5 -0.4 MI E OF I-194

M-96 (E COLUMBIA) KALAMAZOO RIVER 3 = 205'

R01-13122 Main 532 INTEG CONC HS20+Mod 198642.32'2 -0.2 MI E OF SKYLINE

M-96 (W COLUMBIA) GTW RR 4 = 338'


15' - 194053.15'2 -

1.9 MI E OF I-94M-96 (COLUMBIA) RAYMOND RD 3 = 98'

Cass**************B01-14011 Main 201 BITUMINOUS H15 193152.82'2 -

IN POKAGONM-51 POKAGON CREEK 2 = 29'

- 41 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



0.3 MI W OF DOWAGIACM-51 DOWAGIAC CREEK 1 = 55'

B03-14011 Main 332 MONO CONC HS20 195243.64'2 - 3.0 MI S OF VAN BUREN CO

M-51 DOWAGIAC RIVER 1 = 55'

C01-14011 Main 119 BITUMINOUS HS20+Mod 193159.71'2 -1.6 MI N OF N JCT OF M-62

M-51 PINE LAKE OUTLET 1 = 14'

C02-14011 Main 119 BITUMINOUS HS20+Mod 193177.76'2 -1.9 MI N OF M-62

M-51 COOK'S LAKE OUTLET 1 = 10'

B01-14032 Main 119 BITUMINOUS H20 194161.68'2 - 0.1 MI N OF LAGRANGE

M-62 DOWAGIAC CREEK 2 = 20'

B02-14032 Main 119 BITUMINOUS H20 194161.02'2 - 0.2 MI N OF LAGRANGE

M-62 DOWAGIAC CREEK MILL RACE 2 = 22'

B03-14032 Main 104 BITUMINOUS H20 194176.44'2 - 2.3 MI SE OF DOWAGIAC


B04-14032 Main 302 BITUMINOUS HS20 195048.88'2 - 0.1 MI E OF DOWAGIAC


B01-14033 Main 332 MONO CONC HS20 195343.31'2 - 2.3 MI W OF DOWAGIAC

M-62 DOWAGIAC RIVER 1 = 60'






IN ADAMSVILLEUS-12 CHRISTIANA CREEK 1 = 45'

C01-14041 Main 119 BITUMINOUS HS20+Mod 198249.87'2 - 0.8 MI SE OF M-60

US-12 BRANDYWINE CREEK 1 = 25'

B01-14042 Main 332 BITUMINOUS HS20 194847.9'2 - 0.3 MI E OF UNION

US-12 VALLEY CREEK 1 = 35'

C01-14042 Main 119 BITUMINOUS HS20+Mod 1947131.89'2 - 1.9 MI W OF M-40

US-12 MUD CREEK 2 = 16'

C01-14051 Main 119 BITUMINOUS HS20+Mod 1948107.28'2 - 0.5 M SOUTH OF PIONEER ST

M-40 ROCKY RIVER 1 = 12'

- 42 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C01-14061 Main 119 BITUMINOUS HS20+Mod 190047.9'2 - AT BURN LYND ROAD

M-60 MCKINZIE CREEK 1 = 16'

C01-14062 Main 119 BITUMINOUS HS20+Mod 190049.87'2 -1.8 M NE M-62 CASSOPOLIS

M-60 CATTLE PASS (FILLED) 1 = 12'


15' -11'' L 196065.29'4 -

0.3 MI NE OF BERRIEN COUS-12 M-60 4 = 200'

Charlevoix**************C01-15011 Main 119 NOT APPL HS20+Mod 190079.72'2 -

4.6MI N OF ANTRIM COLUS-31 INWOOD CR 1 = 10'

C02-15011 Main 119 NOT APPL HS20+Mod 197569.88'2 -3.9MI SW OF CHARLEVOIX

US-31 MCGEACH.CR 1 = 10'

B01-15012 Main 316 OTHER H20/1992 194957.74'4 -

Appr 302IN CHARLEVOIXUS-31 ISLAND LAKE OUTLET 3 = 223'

2 - 19.7' L 20' R 5'' RX01-15012 Main 325 NOT APPL 14' - RAILROAD

15' -3'' L 194820.01'

1.5 MI W OF BAYSHORECSX RR (ABN) US-31 3 = 259'

B01-15051 Main 332 LATEX CONC HS20 195958.4'2 - IN EAST JORDAN

M-32 S ARM LAKE CHARLEVOI 3 = 145'

B02-15051 Main 302 BITUMINOUS HS20 194933.79'2 - 1.6 MI SE OF EAST JORDAN

M-32 DEER CR 1 = 35'

B01-15071 Main 532 MONO CONC HS20 197435.76'2 - IN BOYNE CITY

M-75 BOYNE R 1 = 57'

C01-15071 Main 119 NOT APPL HS20+Mod 190038.71'2 -WALOON LAKE

M-75 BEAR RIVER 1 = 13'

C02-15071 Main 119 NOT APPL HS20+Mod 19712 -IN BOYNE FALLS

M-75 BOYNE RIVER 1 = 13'

C03-15071 Main 119 NOT APPL OTHER 19932 -IN BOYNE FALLS

M-75 AUX SPILLWAY-MILLPOND 1 = 12'

B01-15091 Main 302 BITUMINOUS HS20 194743.64'2 - 0.8 MI N OF BOYNE FALLS

US-131 BOYNE R 1 = 32'

C01-15091 Main 119 NOT APPL HS20+Mod 190041.99'2 -2.6MI S OF EMMET COL

US-131 BEAR RIVER 1 = 16'

- 43 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


Cheboygan**************B01-16021 Main 532 MONO CONC HS25

/1992 192746.92'2 -

0.8 MI W OF I 75M-68 STURGEON R 1 = 62'

B01-16022 Main 302 LATEX CONC H20 193938.71'2 -1.0 MI W OF AFTON

M-68 PIGEON R 1 = 50'

B01-16023 Main 104 BITUMINOUS HS20 195858.73'2 -3.3 MI W OF TOWER

M-68, M-33 MILLIGAN CR 1 = 40'

B02-16023 Main 302 BITUMINOUS H15 193431.17'2 -E LTS OF TOWER

M-68, M-33 BLACK R 2 = 80'


2.2 MI N OF TOPINABEEM-27 MULLETT CR 1 = 24'

C01-16032 Main 319 NOT APPL HS20+Mod 190059.38'2 -0.9MI S OF M-33

M-27 LAPERELL CREEK 2 = 18'

C02-16032 Main 119 NOT APPL HS20+Mod 1900120.08'2 -1.5MI S OF CHEBOYGAN PO

M-27 TANNERY GULLY 1 = 10'

B01-16033 Main 101 BITUMINOUS H20 194152.17'2 - IN CHEBOYGAN MACKINAW ST

US-23 LITTLE BLACK R 1 = 27'

C01-16033 Main 119 NOT APPL HS20+Mod 190049.21'4 -900BLK OF MACKINAW ST

US-23 SMITHS CREEK 1 = 14'

C02-16033 Main 119 NOT APPL HS20+Mod 190049.21'2 -2.8MI W OF M-27


C03-16033 Main 119 NOT APPL HS20+Mod 190058.4'2 -4.4MI SE OF MACKINAW CITY


B01-16051 Main 332 LATEX CONC HS20 195837.4'2 - 0.4 MI S OF M 27

M-33 CHEBOYGAN R 3 = 200'

B01-16081 Main 219 BITUMINOUS H15 193550.52'2 - 1.6 MI W OF PRESQUE ISLE

US-23 GREENE CR 2 = 23'


4.1 MI E OF CHEBOYGANUS-23 ELLIOT CR 2 = 28'

B03-16081 Main 316 LATEX CONC H20 194051.51'4 -Appr 302IN CHEBOYGAN (STATE ST)

US-23 CHEBOYGAN R 3 = 155'

B01-16091-1 Main 332 MONO CONC HS20 196246.92'2 -1.4 MI. N. OF M-68

I-75 NB INDIAN RIVER 3 = 180'

- 44 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-16091-2 Main 332 MONO CONC HS20 196246.92'2 -1.4 MI. N. OF M-68

I-75 SB INDIAN RIVER 3 = 180'

C01-16091 Main 319 NOT APPL HS20+Mod 19004 -2.0 MI N OF M-68

I-75 PRIVATE DRIVE 1 = 14'

R01-16091-1 Main 332 MONO CONC HS20+Mod 196246.92'2 - 1.9 MI S OF M 27

I-75 NB D&M RR (ABN) 3 = 189'

R01-16091-2 Main 332 MONO CONC HS20+Mod 196246.92'2 - 1.9 MI S OF M 27

I-75 SB D&M RR (ABN) 3 = 189'

2 - 53.5' R 5'' RS01-16091 Main 332 LATEX CONC HS20+Mod

15' - 196236.75'2 -

@ M 68M-68 I-75 SB 3 = 143'


16' - 196236.75'2 -

@ M 68M-68 I-75 NB 3 = 155'


16' -2'' L 196230.84'2 -

0.6 MI N OF M 68OLD M 68 I-75 4 = 195'


14' - 196235.76'2 -

@ M 27I-75 SB M-27 3 = 229'


14' - 196235.76'2 -

@ M 27I-75 NB M-27 3 = 232'


17' -3'' L 196031.17'2 -

2.8 MI N OF M 27TOPINABEE RD I-75 4 = 381'


16' -0'' L 196031.17'2 -

4.3 MI N OF M 27MIAMI BEACH RD I-75 4 = 229'


18' -1'' L 196031.17'2 -

6.8 MI N OF M 27INDIAN TRAIL RD I-75 4 = 248'


16' -10'' L 196031.17'2 -

8.3 MI N OF M 27RIGGSVILLE RD I-75 4 = 240'


15' -11'' L 196031.17'2 -

8.8 MI S OF US-31LEVERING RD I-75 4 = 228'


16' -6'' L 196031.17'2 -

4.4 MI S OF US 31HEBRON TOWN HALL R I-75 4 = 294'


15' -2'' L 196031.17'2 -

0.6 MI S OF US 31POTTER RD I-75 4 = 241'

- 45 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' -2'' L 195937.4'2 -

@ US 31US-31 NB I-75 4 = 313'


15' -9'' L 195933.14'2 -

@ M-108M-108 I-75 4 = 283'

B01-16093 Main 332 LATEX CONC HS20+Mod 196243.64'2 - 2.3 MI N OF OTSEGO CO LIN

I-75 SB STURGEON R 1 = 50'

B02-16093 Main 332 LATEX CONC HS20+Mod 196243.64'2 - 2.3 MI N OF OTSEGO CO LIN

I-75 NB STURGEON R 1 = 50'

2 - 56.1' R 1'' RR01-16093 Main 332 LATEX CONC HS20+Mod

22' - 196235.76'2 -

2.5 MI N OF OTSEGO CO LINI-75 SB TROWBRIDGE & (ABN)D&MRR 4 = 252'


22' - 196235.76'2 -

2.5 MI N OF OTSEGO CO LINI-75 NB TROWBRIDGE &(ABN)D&MRR 4 = 252'


16' - 196230.84'2 -

5.8 MI N OF OTSEGO CO LINWOLVERINE RD I-75 SB 3 = 171'


16' - 196230.84'2 -

5.8 MI N OF OTSEGO COLWOLVERINE RD I-75 NB 3 = 171'


16' - 196230.84'2 -

6.2 MI S OF M 68RONDO RD I-75 SB 3 = 218'


16' - 196230.84'2 -

6.2 MI S OF M 68RONDO RD I-75 NB 3 = 218'

Chippewa**************B02-17011 Main 332 MONO CONC H15 195229.2'2 -

Appr 3024.8 MI S OF PARADISEM-123 TAHQUAMENON RIVER 5 = 280'

C01-17011 Main 119 NOT APPL HS20+Mod 190069.88'2 -7.7MI S OF PARADISE

M-123 GALLOWAY CR 1 = 10'

C02-17011 Main 319 NOT APPL HS20+Mod 196676.77'2 -2.0MI N OF M-28

M-123 E BR TAHQUEMENON R 3 = 33'

C01-17012 Main 119 NOT APPL HS20+Mod 190033.79'2 -SE LIMITS OF TROUT CREEK

M-123 KNEEBONE CR 1 = 12'

B01-17021 Main 104 LATEX CONC H15 193938.39'2 -0.3 MI W OF MACKINAC CO L

M-134 PRENTISS CR 1 = 27'

- 46 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-17022 Main 104 BITUMINOUS H15 193938.39'2 -0.8 MI W OF M 48

M-134 TROUT CR 1 = 27'

B02-17022 Main 302 BITUMINOUS HS20 194740.68'2 -0.4 MI E OF M 48

M-134 ALBANY CR 1 = 35'

B02-17032 Main 310 MONO CONC H20/1998 193462.01'4 -

IN SAULT STE MARIEI-75 BS(ASHMUN) POWER CANAL 1 = 257'


SAULT STE MARIEI-75 BS(PORTAGE) POWER CANAL 1 = 265'

C02-17032 Main 119 NOT APPL HS20+Mod 19002 -.2 MI N OF 3 MILE RD.

I-75 BS ASHMUN CR 1 = 10'

C01-17033 Main 319 NOT APPL HS20+Mod 196235.76'4 -0.1MI N OF MILE POST 375

I-75 S BR BIG MUNUSCONG R. 3 = 206'

2 - 64' R 6'' RR01-17033-1 Main 332 LATEX CONC HS20+Mod

14' - 196247.57'2 -

8.4 MI S OF M-28I-75 WCL RR SPUR & TONE RD 4 = 249'


14' - 196243.64'2 -

8.4 MI S OF M 28I-75 WCL RR SPUR & TONE RD 4 = 249'


16' -4'' L 196235.1'2 -

2.0 MI N OF MACKINAC CO LM-48 I-75,US-2 12 = 673'


16' -7'' L 196330.84'2 -

5.0 MI N OF MACKINAC CO LM-48 I-75 12 = 673'


16' -6'' L 196234.78'2 -

6.8 MI S OF M 28BARBEAU RD I-75 4 = 215'


16' -8'' L 196332.81'2 -

2.9 MI S OF M 28OLD US 2 I-75 4 = 353'


16' -8'' L 196331.17'2 -

1.1 MI S OF M 28DAFTER RD I-75 6 = 357'


16' -2'' L 196350.2'2 -

@ M 28M-28 ( 9 MILE RD) I-75 4 = 231'

5 - 29.9' R 5'' RB01-17034 Main 410 BITUMINOUS HS20

14' - 196334.45'2 -

Appr 403SAULT STE MARIE I-75, INT'L BRIDGE ST MARY RIV/PORTAGE AV W 63 = 9280'

C01-17034 Main 319 NOT APPL HS20+Mod 2000206.04'4 -.2 MI. N OF 8 MILE RD.

I-75 BR CHARLOTTE R. 2 = 12'

- 47 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C02-17034 Main 319 NOT APPL HS20+Mod 1962173.88'4 -1.0MI S OF INTERNATIONAL

I-75 ASHMUN CREEK 1 = 13'


16' -6'' L 196333.14'2 -

3.0 MI S OF I 75 BSBRIMLEY RD(6 MILE) I-75 4 = 291'


16' -5'' L 196234.78'2 -

S LTS OF SAULT STE MARIE3 MILE RD(I-75 BS) I-75 4 = 226'


18' -0'' L 196241.99'2 -

IN SAULT STE MARIEEASTERDAY AVE I-75 4 = 230'

B01-17042 Main 332 MONO CONC HS20 195535.1'2 -2.9 MI E OF I 75

M-48 BIG MUNUSCONG R 3 = 147'

C01-17042 Main 119 NOT APPL HS20+Mod 197596.78'2 -1.3MI W OF I-75

M-48 BR PINE RIVER 1 = 10'

C02-17042 Main 119 NOT APPL HS20+Mod 190057.74'2 -2.0MI E OF I-75

M-48 BR MUNUSCONG R. 1 = 12'


M-48 FLETCHER CREEK 2 = 16'

C04-17042 Main 119 NOT APPL HS20+Mod 197345.28'2 -0.4MI E OF I-75

M-48 NO NAME 1 = 13'

B01-17043 Main 302 INTEG CONC H15 192934.78'2 -1.6 MI E OF M-129

M-48 E BR MUNUSCONG R 1 = 60'

B02-17043 Main 219 BITUMINOUS H15 193043.96'2 -2.4 MI NW OF STALWART

M-48 E BR MUNUSCONG R 2 = 23'

C01-17043 Main 319 NOT APPL HS20+Mod 190071.85'2 -7.6MI NEW OF GOETZVILLE

M-48 BR BIG MUNUSCONG R 2 = 12'

C02-17043 Main 119 NOT APPL HS20+Mod 195187.93'2 -2.0 MI N OF M-134

M-48 ALBANY ISLAND CR 2 = 16'

B01-17051 Main 332 MONO CONC HS20 197740.35'2 -2.3 MI N OF M-28

M-221 WAISKA R 3 = 252'

B01-17061 Main 104 BITUMINOUS H15 193637.4'2 -0.4 MI E OF LUCE CO LINE

M-28 MCLEOD DITCH 1 = 28'

B02-17061 Main 332 MONO CONC HS20 196042.98'2 -2.4 MI E OF LUCE CO LINE

M-28 HENDRIE R 3 = 104'

- 48 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-17062 Main 392 BITUMINOUS H15 192634.78'2 -0.5 MI E OF STRONGS CORNE

M-28 E BR TAHQUEMENON R 1 = 55'

C01-17062 Main 119 NOT APPL HS20+Mod 194770.87'2 -5.7MI E OF RACO

M-28 BESSRAY CR 1 = 10'

C02-17062 Main 119 NOT APPL HS20+Mod 194788.25'2 -0.1 MI E OF TILSTON RD

M-28 BESSEAU CR 1 = 12'


M-28 W BR WAISKA RIVER 5 = 227'

B02-17063 Main 219 BITUMINOUS H20 19412 -2.7 MI W OF I 75

M-28 E BR WAISKA R 2 = 30'

B01-17071 Main 352 MONO CONC HS20 194934.78'2 -1.2 MI S OF PICKFORD

M-129 BIG MUNUSCONG R 12 = 640'

C01-17071 Main 119 NOT APPL HS20+Mod 1900138.78'4 -AT PICKFORD

M-48,M-129 BR MUNUSCONG R 1 = 12'

C02-17071 Main 119 NOT APPL HS20+Mod 1900105.31'2 -1.4MI N OF PICKFORD

M-48,M-129 BR MUNUSCONG R 2 = 15'


M-48,M-129 FLETCHER CR 2 = 17'

B01-17072 Main 104 BITUMINOUS H15 192937.73'2 -0.5 MI N OF TONE ROAD

M-129 FLETCHER CR 1 = 23'

B03-17072 Main 302 BITUMINOUS H15 192935.43'2 -0.2 MI N OF 12 MILE ROAD

M-129 S BR CHARLOTTE R 1 = 35'

B05-17072 Main 219 BITUMINOUS H15 199944.95'2 -0.3 MI S OF 9 MILE RD

M-129 BR CHARLOTTE R 2 = 33'

B06-17072 Main 219 BITUMINOUS H15 199945.93'2 -0.2 MI N OF 9 MILE RD



0.6 MI N OF 9 MILE RDM-129 CHARLOTTE R 1 = 35'


M-129 PARKER CR 2 = 16'

C02-17072 Main 119 NOT APPL HS20+Mod 190097.77'2 -200FT S OF TEN MILE RD


- 49 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C03-17072 Main 319 NOT APPL HS20+Mod 1968119.75'2 -0.9MI N OF TONE RD

M-129 LITTLE MUNUSCONG R 2 = 22'

C04-17072 Main 319 NOT APPL HS20+Mod 1968151.9'2 -0.1 MI. N OF 11 MILE RD

M-129 BR OF CHARLOTTE R 2 = 16'

C05-17072 Main 119 NOT APPL HS20+Mod 190035.43'2 -0.3MI N OF TEN MILE RD

M-129 BR OF CHARLOTTE R 2 = 12'

Clare**************B01-18011 Main 104 BITUMINOUS H15 193847.57'2 -

4.6 MI SE OF OSCEOLA CO LM-115 DOC&TOM CR 1 = 23'

B02-18011 Main 104 BITUMINOUS H15 193840.35'2 -0.8 MI SE OF OSCEOLA CO L

M-115 NORWAY CR 1 = 27'

B01-18021 Main 104 BITUMINOUS H15 193838.06'2 -1.0 MI E OF OSCEOLA CO LI

US-10 CHIPPEWA CR 1 = 27'

B01-18022 Main 104 BITUMINOUS H20 193561.35'2 -1.7 MI E OF FARWELL

M-115 S BR TOBACCO R 1 = 35'

B02-18022 Main 302 MONO CONC H20/1989 193546.92'2 -

1.9 MI W OF CLAREM-115 S BR TOBACCO R 1 = 51'

C01-18022 Main 119 NOT APPL HS20+Mod 193572.18'2 -0.5MI E OF CLARE

US-10 BR LITTLE TOBACCO DRAIN 1 = 15'

C01-18023 Main 119 NOT APPL HS20+Mod 196166.93'2 -0.4MI SE OF US-27

US-10SB LITTLE TOBACCO DRAIN 1 = 10'


US-10NB LITTLE TOBACCO DRAIN 1 = 10'


14' - 196135.76'2 -

0.8 MI NW OF ISABELLA COUS-10 CONN TO US27 US-27 NB & EBERHART RD 4 = 238'


15' - 196146.92'2 -

0.9 MI NW OF ISABELLA COUS-10 WB EBERHART ROAD 3 = 152'


14' -2'' L 196130.84'2 -

@ ISABELLA CO LINECLARABELLA RD US-10 CONN 4 = 280'

R01-18024 Main 332 MONO CONC HS20 197344.29'2 -3 MI NW OF FARWELL

US-10 WB MDOT RR 3 = 138'

- 50 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


R02-18024 Main 332 MONO CONC HS20 197344.29'2 -3 MI NW OF FARWELL

US-10 EB MDOT RR 3 = 138'

3 - 45.9' L 44.9' RS01-18024 Main 382 MONO CONC 17' - HS202'' L 197344.29'2 -

3.5 MI NW OF FARWELLUS-10 WB M-115 3 = 197'


17' -2'' L 197356.76'3 -

3.5 MI NW OF FARWELLUS-10 EB M-115 3 = 200'


17' -6'' L 197342.32'2 -

2.0 MI N OF FARWELLOLD STATE RD US-10 6 = 468'


16' -0'' L 197338.39'2 -

5 MI NW OF CLAREHARRISON RD US-10 7 = 489'


17' -3'' L 197338.39'2 -

5 MI N OF CLAREGRANT RD US-10 7 = 490'


17' -9'' L 197344.29'2 -

4 MI N OF CLAREUS-10 WB US-27 4 = 367'


16' -8'' L 197328.54'1 -

4 MI N OF CLARERAMP J E TO N US-27 4 = 289'


IN CLAREUS-27 BR S BR TOBACCO R 1 = 45'

C01-18031 Main 119 NOT APPL HS20+Mod 195199.74'4 -(220 MCEWAN ST) CLARE

US-27BR LITTLE TOBACCO RIVER 2 = 16'

B01-18033 Main 532 MONO CONC HS20 196246.92'2 -N LTS OF CLARE

US-27 NB S BR TOBACCO R 1 = 50'

B02-18033 Main 532 MONO CONC HS20 196246.92'2 -N LTS OF CLARE

US-27 SB S BR TOBACCO R 1 = 50'

C01-18033 Main 119 NOT APPL HS20+Mod 190083.33'2 -0.3MI S OF US-10

US-27SB LITTLE TOBACCO DRAIN 1 = 12'

C02-18033 Main 119 NOT APPL HS20+Mod 190081.36'2 -0.3MI S OF US-10

US-27 NB LITTLE TOBACCO DRAIN 1 = 12'


14' - 196146.92'2 -

US-27 BRUS-27 NB US-27BR 3 = 141'

2 - 36.7' L S02-18033-2 Main 332 MONO CONC 14' - HS207'' L 196146.92'2 -

@ US-27 BRUS-27 SB US-27BR 3 = 141'

- 51 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


2 - 54.8' RS03-18033 Main 532 MONO CONC 14' - H159'' L 196433.14'2 -

1.0 MI N OF US-27 BRSURREY RD US-27 SB 3 = 123'


14' -8'' L 196631.17'2 -

3.0 MI N OF US-27 BRDOVER RD US-27 4 = 205'

2 - 56.4' L S06-18033 Main 532 MONO CONC 14' - H158'' L 196631.17'2 -

4.6 MI S OF M-61HATTON RD US-27 SB 3 = 122'


14' - 196631.17'2 -

4.6 MI S OF M-61HATTON RD US-27 NB 3 = 122'


2.3 MI S OF M-61MANNSIDING RD US-27 SB 3 = 130'


14' - 196631.17'2 -

2.3 MI S OF M-61MANNSIDING RD US-27 NB 3 = 131'


14' - 196433.14'2 -

1.0 MI N OF US-27 BRSURREY RD US-27 NB 3 = 136'

B01-18034-1 Main 332 LATEX CONC HS20 196246.92'2 -0.7 MI S OF ROSCOMMON CO

US-27 NB TOWNLINE CR 1 = 45'

B01-18034-2 Main 332 LATEX CONC HS20 196246.92'2 -0.7 MI S OF ROSCOMMON CO

US-27 SB TOWNLINE CR 1 = 45'

C01-18034 Main 119 NOT APPL HS20+Mod 1961166.34'4 -0.6MI S OF TOWNLINE LK RD

US-27 LITTLE LONG LAKE OUTLET 1 = 12'


14' - 196157.09'3 -

@ US-27 BR & M-61US-27 NB US-27BR & M-61 3 = 157'

2 - 46.9' L S01-18034-2 Main 532 LATEX CONC 14' - HS209'' L 196157.09'3 -

@ US-27 BR & M-61US-27 SB US-27BR & M-61 3 = 157'


14' - 196631.17'2 -

1.3 MI N OF US-27BR, M-61MOSTETLER RD US-27 NB 3 = 127'


1.3 MI N OF US-27 M-61MOSTETLER US-27 SB 3 = 123'


14' -2'' L 196433.14'2 -

3.0 MI N US-27 BR & M-61TOWNLINE LAKE RD US-27 5 = 238'


15' - 196146.92'2 -

6.2 MI S OF ROSCOMMON COUS-27 NB US-27BR 3 = 165'

- 52 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


2 - 60.7' RS05-18034-2 Main 332 LATEX CONC 15' - HS202'' L 196146.92'2 -

6.2 MI S OF ROSCOMMON COUS-27 SB US-27BR 3 = 165'


4.0 MI S OF ROSCOMMON COLONG LAKE RD US-27 SB 3 = 124'


14' - 196631.17'2 -

4.0 MI S OF ROSCOMMON COLONG LAKE RD US-27 NB 3 = 124'


14' -6'' L 196631.17'2 -

1.7 MI S OF ROSCOMMON COBAILEY DR US-27 4 = 220'

B01-18041 Main 332 MONO CONC HS20 195136.75'2 -6.8 MI E&S OF OSCEOLA CO

M-61 MUSKEGON R 3 = 220'


M-61 JOSE CREEK 1 = 17'

C02-18042 Main 119 NOT APPL HS20+Mod 193950.85'2 -2MI SE OF US-27

M-61 N BR TOBACCO R 1 = 18'

C03-18042 Main 119 NOT APPL HS20+Mod 194082.35'2 -0.7MI W OF GLADWIN COL

M-61 HOWLAND CR 1 = 10'

C04-18042 Main 119 NOT APPL HS20+Mod 194041.99'2 -3.9MI W OF GLADWIN COL

M-61 N BR TOBACCO R 1 = 16'

Clinton**************R01-19021 Main 352 LATEX CONC HS20 193853.15'4 -

@ EATON CO LINEI-96 BL(GRAND RIV) CSX RR 3 = 195'

C01-19022 Main 119 NOT APPL HS20+Mod 1900159.12'4 -0.5 MI WEST OF M-100

I-96 HUSTED & LANGENBERG 2 = 20'


0.3 MI N OF EATON CO LINEI-96 EB CSX RR 3 = 143'


0.3 MI N OF EATON CO LINEI-96 WB CSX RR 3 = 143'


15' -5'' L 195833.14'2 -

@ IONIA CO LINECLINTONIA RD I-96 4 = 281'


14' -8'' L 195833.14'2 -

1.3 MI SE OF IONIA CO LINJONES RD I-96 4 = 258'

- 53 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


2 - 40.7' R 11'' RS03-19022-3 Main 204 LATEX CONC 15' - HS20

15' -11'' L 195847.24'2 -

3.5 MI SE OF IONIA CO LINI-96 EB GRANGE RD 3 = 123'


3.5 MI SE OF IONIA CO LINI-96 WB GRANGE RD 3 = 123'


14' -3'' L 195735.1'2 -

@ M-100M-100 I-96 4 = 248'


16' - /19805'' L 196232.81'2 -

2.0 MI E OF M-100WACOUSTA RD I-96 4 = 214'

4 - 41.3' L 51.8' R 9'' RS06-19022-3 Main 332 LATEX CONC 14' - HS20+Mod

14' - /198010'' L 196247.57'2 -

@ I-96 BLI-96 EB I-96BL 4 = 237'


18' - /19803'' L 196266.27'3 -

@ I-96 BLI-96 WB I-96BL 4 = 233'


5.3 MI N OF INGHAM CO LINUS-27 LOOKING GLASS RIVER 2 = 89'


4.3 MI S OF ST JOHNSUS-27 BL HOLDENS CR 1 = 28'

B03-19031-1 Main 302 BITUMINOUS H20/1949 194089.9'4 -

1.3 MI S OF ST JOHNSUS-27 BR NB SPAULDING CR (BAD CR) 1 = 30'

B03-19031-2 Main 302 MONO CONC H20 194944.95'2 - 1.3 MI S OF ST JOHNS

US-27 BR SB SPAULDING CR (BAD CR) 1 = 30'

C01-19031 Main 119 NOT APPL HS20 1998191.93'4 -2 MI S OF ST JOHNS

US-27 BR STEEL & WALBRIDGE DR 1 = 14'

B02-19032-1 Main 104 LATEX CONC H20 198843.64'2 -2.2 MI N OF ST JOHNS

US-27 NB COUNTY DRAIN 1 = 28'

B02-19032-2 Main 104 LATEX CONC HS20 195743.64'2 -2.2 MI N OF ST JOHNS

US-27 SB COUNTY DRAIN 1 = 29'

B03-19032-1 Main 104 BITUMINOUS HS20 195766.27'2 -0.3 MI S OF GRATIOT CO LI

US-27 NB FERDUN CR 1 = 27'

B03-19032-2 Main 104 BITUMINOUS HS20 195666.27'2 -0.3 MI S OF GRATIOT CO LI

US-27 SB FERDUN CR 1 = 27'

C03-19032 Main 119 NOT APPL HS20+Mod 1900126.97'4 -0.7 MI S OF FRENCH RD

US-27 SILVER NAIL DRAIN 1 = 10'

- 54 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C04-19032 Main 119 NOT APPL HS20+Mod 1900125'4 -0.2 MI S OF FRENCH RD

US-27 BENNETT CREEK 1 = 14'

C05-19032 Main 119 NOT APPL HS20+Mod 1900128.94'4 -0.4 MI S OF MAPLE RD.

US-27 FERDUN CREEK 1 = 16'

C06-19032 Main 119 NOT APPL HS20+Mod 1900165.03'4 -0.9 MI S OF GRATIOT CO L.

US-27 FERDUN CREEK 1 = 16'

R01-19032 Main 302 BITUMINOUS H20 193654.13'4 -IN ST JOHNS

US-27 BR CM RR (ABN) 3 = 119'

B01-19033 Main 532 MONO CONC HS25 199759.38'3 -DEWITT TWP. SEC.2

US-27 SB LOOKING GLASS RIVER 3 = 304'

B02-19033 Main 532 MONO CONC HS25 199759.38'3 -DEWITT TWP. SEC. 2

US-27 NB LOOKING GLASS RIVER 3 = 304'

C01-19033 Main 119 BITUMINOUS HS20+Mod 19948 -.25 MI N CLARK RD.

US-27 REMY CHANDLER DRAIN 1 = 24'

C02-19033 Main 119 BITUMINOUS HS20+Mod 19964 -OLIVE TWP. CLINTON CO.

US-27 HAMILTON DRAIN 1 = 12'

C03-19033 Main 119 BITUMINOUS HS20+Mod 19966 -OLIVE TWP. CLINTON CO.

US-27 HOLDEN DRAIN 1 = 12'

C10-19033 Main 119 NOT APPL HS20 1993355.97'4 -3.5 MI S OF ST JOHNS

US-27 RELOC KREPPS & EXTENTION DRAIN 1 = 20'

C11-19033 Main 119 NOT APPL HS20 1993224.08'4 -1.1MI. N. OF TAFT RD.

US-27 RELOC SPAULDING EXTN. DRAIN 1 = 20'

8 -101.7' L 101.7' R 8'' RS01-19033 Main 532 MONO CONC HS25

16' - 199451.18'2 -

0.5 MI E OF GUNNISONVILLECLARK ROAD US-27 (RELOC) 6 = 482'


16' -3'' L 199741.34'2 -

DEWITT TWP. SEC. 2-11HOWE ROAD US-27 4 = 285'

6 -118.1' L 118.1' R 8'' RS03-19033 Main 505 MONO CONC HS20+Mod

17' - 199751.18'2 -

DEWITT TWP.ROUND LAKE ROAD US-27 (NBD. & SBD.) 4 = 316'

4 - 105' L 105' R 2'' RS04-19033 Main 532 MONO CONC HS20

16' - 199641.01'2 -

1.2 MI N/LOOKING GLASS RICHADWICK ROAD RELOC. US-27 4 = 291'


16' -3'' L 199647.24'2 -

SOUTH OF ST JOHNSALWARD ROAD US-27 4 = 285'

- 55 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' -3'' L 199641.34'2 -

1 MI NORTH OF ALWARD ROADGREEN ROAD US-27 4 = 287'


16' -3'' L 199363.32'3 -

5.0 MI S OF ST JOHNSPRICE ROAD US-27 RELOC 4 = 283'


16' -3'' L 199342.98'2 -

4.0 MI S OF ST JOHNSCENTERLINE ROAD US-27 RELOC 4 = 283'


16' -9'' L 199363.32'2 -

3.0 MI S OF ST JOHNSTAFT ROAD US-27 RELOC 4 = 283'


18' -5'' L 199343.31'2 -

1.2 MI E OF ST JOHNSTOWNSEND ROAD US-27 RELOC 4 = 287'

5 - 109.6' R 3'' RS11-19033 Main 532 MONO CONC 17' - HS25

16' -4'' L 199346.92'2 -

4.5 MI. E. OF ST. JOHNSUS-27 SB M-21 1 = 129'


16' -2'' L 199346.92'2 -

4.5 MI. E. OF ST. JOHNSUS-27 NB M-21 1 = 129'

C01-19034 Main 119 MONO CONC HS20 1994459.97'SECTION 3 BINGHAM TWP.

US-27 RELOC UPTON COUNTY DRAIN 1 = 14'

C02-19034 Main 119 MONO CONC HS20 1994255.91'4 -SECTION 4 BINGHAM TWP.

US-27 RELOC. SJ BIG DITCH/TOWN EXT DN 1 = 10'

C03-19034 Main 119 MONO CONC HS20 1994363.85'4 -SEC 32-33 GREENBUSH TWP.

US-27 RELOC. SJ BIG DITCH (COX DRAIN) 1 = 17'

R01-19034 Main 632 MONO CONC HS25 199346.92'2 -0.5 MI. N. OF M-21

US-27 S.B. CENTRAL MI RR (ABN) 3 = 115'


US-27 N.B. CENTRAL MI RR(ABN) 3 = 115'


US-27 S.B. RAMP F CENTRAL MI. RR(ABN) 3 = 132'


US-27 N.B. RAMP A CENTRAL MI RR(ABN) 3 = 123'


16' -5'' L 199443.31'2 -

1.2 MI. E. OF ST JOHNSWALKER ROAD NB & SB US-27 (RELOC) 4 = 325'


324' -3'' L 199443.31'2 -

0.5 NW OF ST JOHNSSCOTT ROAD NB & SB US-27 (RELOC) 4 = 284'

- 56 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' -9'' L 199447.24'2 -

1.0 N OF ST JOHNSUS-27 BUS RT. NB & SB US-27 (RELOC) 5 = 374'

C01-19042 Main 119 NOT APPL HS20+Mod 19858 -2.4 MI N OF EAST LANSING

I-69 REMY-CHANDLER DRAIN 1 = 30'


20' -10'' L 198546.92'2 -

2.6 MI N OF E. LANSINGI-69 EB US-27 SB 4 = 558'


18' -0'' L 198546.92'2 -

2.6 MI N OF EAST LANSINGI-69 WB US-27 NB 4 = 557'


16' -3'' L 199445.28'2 -

2.5 MI N OF E LANSINGI-69 EBD. C-D US-27 (RELOC) 4 = 565'


16' -2'' L 198546.92'2 -

2.3 MI N. OF E. LANSINGCHANDLER ROAD I-69 2 = 268'


18' -1'' L 198543.31'2 -

2.6 MI N OF EAST LANSINGWB I-69 COL-DIS I-69 4 = 565'


17' -10'' L 198546.92'2 -

2.6 MI N OF EAST LANSINGWEBSTER RD I-69 2 = 291'


16' -2'' L 198539.04'2 -

4.0 MI N OF EAST LANSINGNICHOLS RD I-69 4 = 306'


16' -10'' L 198539.04'2 -

4.0 MI N OF EAST LANSINGCENTER RD I-69 4 = 379'


16' -7'' L 198530.84'1 -

3 MI NE OF E. LANSINGI-69BR EB RAMP D I-69 4 = 301'


16' -4'' L 198542.98'2 -

3.5 MI NE OF E.LANSINGI-69BR WB RAMP C I-69 4 = 298'


16' -3'' L 198542.98'2 -

4 MI NE OF E. LANSINGUPTON RD I-69 2 = 264'


14' - 198946.92'2 -

0.5 MI W. OF COUNTY LINEI-69 EB PEACOCK ROAD 3 = 146'


328' - 198947.24'2 -

0.5 MI W. OF COUNTY LINEI-69 WB PEACOCK ROAD 3 = 146'

C01-19043 Main 319 NOT APPL HS20+Mod 19738 -0.2 MILES NORTH OF CLARK

I-69 CHANDLER DRAIN 2 = 24'

- 57 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C02-19043 Main 319 NOT APPL HS20+Mod 19736 -0.1 MILE NW OF WOOD ST

I-69 CHANDLER DRAIN 2 = 24'

C03-19043 Main 319 NOT APPL HS20+Mod 1973383.86'4 -0.3 MILE EAST OF US-27

I-69 PRAIRIE CREEK 1 = 12'

C04-19043 Main 119 NOT APPL HS20+Mod 1983363.85'4 -0.2 MI E OF TURNER

I-69 PRAIRIE CREEK 1 = 12'

C05-19043 Main 119 NOT APPL HS20+Mod 190047.9'4 -0.2 MI WEST OF LOWELL

I-69 WATSON & SUMMERS DR 1 = 10'

R01-19043 Main 532 MONO CONC HS25 198145.6'2 -6.5 MI NW OF LANSING

I-69 WB CSX RR 3 = 141'


17' -3'' L 197148.23'2 -

3 MI N OF INGHAM CO. LINECLARK RD I-69 & US-127 5 = 472'


14' - 197160.7'3 -

1 MI E OF US-27I-69 EB WOOD RD 1 = 101'


19' - 197159.06'3 -

1 MI E OF US-27I-69 WB WOOD RD 1 = 100'


16' -9'' L 1971119.75'6 -

@ N CITY LTS OF LANSINGUS-27BR I-69 2 = 253'

2 - 39' R 7'' RS06-19043 Main 382 LATEX CONC HS25

15' - 198045.28'2 -

1.2MI S OF CITY OF DEWITTI-69 SB TURNER RD 1 = 113'


16' -7'' L 198094.49'5 -

.6MI SE OF CITY OF DEWITTDEWITT RD I-69 2 = 262'


16' -0'' L 198044.62'2 -

.75 MI SE OF DEWITTCLARK RD. I-69 4 = 404'


16' -4'' L 198145.6'2 -

4.0 MI NW OF LANSINGAIRPORT ROAD I-69 2 = 269'


16' -0'' L 198139.7'2 -

5.5 MI N.W. OF LANSINGLOWELL RD I-69 4 = 366'


16' - 198145.6'2 -

6.0 MI. N.W. OF LANSINGI-69 SB E.BD.TURNING ROADWAY 3 = 288'


16' - 198145.6'2 -

6.0 MI. N.W. OF LANSINGI-69 NB E.BD.TURNING ROADWAY 3 = 339'

- 58 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 198145.6'2 -

5 MI NW OF LANSINGI-69 SB GRAND RIVER AVE (I-96BL) 3 = 224'


14' - 198145.6'2 -

5 MI NW OF LANSINGI-69 NB GRAND RIVER AVE(I-96 BL) 3 = 227'


16' -8'' L 198145.6'2 -

7 MI NW OF LANSINGI-69 SB I-96 4 = 474'


14' -1'' L 198145.6'2 -

6.0 MI.N.W.OF LANSINGFRANCIS ROAD E.BD.&W.BD.TURNING RD. 6 = 495'


19' -8'' L 198145.6'2 -

7 MI NW OF LANSINGEBD TURNING RDWY I-96 4 = 583'


16' - 198045.28'2 -

1.2MI S OF CITY OF DEWITTI-69 EB TURNER RD 1 = 113'

B01-19061 Main 104 BITUMINOUS H15 192538.06'2 -3.5 MI W OF FOWLER

M-21 LOST CR 1 = 23'

B02-19061 Main 505 INTEG CONC HS25 197751.51'2 -3.2 MI E OF FOWLER

M-21 NORTH SWIGART DRAIN 1 = 32'

C01-19061 Main 119 NOT APPL HS20+Mod 190063.98'4 -SORREL ST IN FOWLER

M-21 WALTZ & STURGIS DRAIN 1 = 14'

C02-19061 Main 119 NOT APPL HS20+Mod 190054.79'2 -1.0 MI.E OF FOWLER

M-21 DALLAS & BENGAL DRAIN 1 = 14'

C03-19061 Main 119 NOT APPL HS20+Mod 190035.76'2 -0.1 MI W OF FOREST HILL

M-21 SWAGERT DRAIN 1 = 10'

C04-19061 Main 119 NOT APPL HS20+Mod 190054.79'2 -0.1 MI W OF FRANCIS RD

M-21 KNEELAND DRAIN 1 = 16'

C05-19061 Main 119 NOT APPL HS20+Mod 190041.34'2 -1.1 MI E OF LOWELL RD

M-21 S. FORK OF HAYWORTH CR 1 = 16'

C06-19061 Main 119 NOT APPL HS20+Mod 19002 -0.5 MI E OF FOREST HILL R

M-21 N SWARGART CR 1 = 10'

B01-19062 Main 302 BITUMINOUS H15 192946.59'2 - 2.0 MI W OF OVID

M-21 LITTLE MAPLE R 1 = 40'

B02-19062 Main 332 BITUMINOUS HS20 194943.31'2 -1.2 MI W OF OVID

M-21 ALDER CR 1 = 40'

- 59 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B03-19062 Main 505 MONO CONC HS25 199746.92'2 -IN OVID

M-21 MAPLE R 1 = 92'

R01-19081 Main 332 MONO CONC HS20 197143.96'2 -0.2 MI N OF INGHAM CO L

US-127 SB CONRAIL (NO TRACKS)(ABN) 3 = 151'

R02-19081 Main 332 MONO CONC HS20 197143.96'2 -0.2 MI N OF INGHAM CO L

US-127 NB CONRAIL (NO TRACKS)(ABN) 3 = 152'


16' -8'' L 197138.39'2 -

1 MI N OF INGHAM CO LINESTATE RD US-127 2 = 270'

Crawford**************B01-20012 Main 302 BITUMINOUS H15 193552.82'4 -

IN GRAYLING I-75BL M-72 AU SABLE R 1 = 40'

R01-20014 Main 332 LATEX CONC HS20+Mod 196146.92'2 -0.5 MI S OF M-72

I-75 SB D&M RR 3 = 143'

R02-20014 Main 332 MONO CONC HS20+Mod 196146.92'2 -0.5 MI S OF M-72

I-75 NB D&M RR 3 = 143'

4 - 70.9' L S02-20014 Main 332 LATEX CONC 16' - HS20+Mod1'' L 196130.84'2 -

4.0 MI S OF GRAYLING 4 MI RD I-75 4 = 212'


16' - 196125.92'1 -

@ S JCT I-75 BL NB I-75 BL I-75 SB 3 = 205'

2 - 44' RS04-20014 Main 332 LATEX CONC 14' - HS20+Mod10'' L 196146.92'2 -

@ M-72 I-75 SB M-72 3 = 135'


14' - 196146.92'2 -

@ M-72 I-75 NB M-72 3 = 135'

B01-20015 Main 332 LATEX CONC HS20+Mod 196046.92'2 -0.7 MI N OF M-72

I-75 SB AU SABLE R 1 = 70'

B02-20015 Main 332 LATEX CONC HS20+Mod 196046.92'2 -0.7 MI N OF M-72

I-75 NB AU SABLE R 1 = 65'

B03-20015 Main 302 MONO CONC HS20+Mod 196146.92'2 -2.4 MI N OF M-72

I-75 SB E BR AU SABLE R 1 = 40'

B04-20015 Main 302 MONO CONC HS20+Mod 196146.92'2 -2.4 MI N OF M-72

I-75 NB E BR AU SABLE R 1 = 40'

- 60 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


4 - 54.5' L S01-20015 Main 332 LATEX CONC 16' - HS206'' L 196132.81'2 -

1.0 MI N OF M-72 N DOWN RIVER RD I-75 6 = 266'


15' - 196146.92'2 -

3.3 MI N OF M-72 I-75 N.B. LEWISTON GRADE ROAD 3 = 99'


16' - 196146.92'2 -

3.3 MI N OF M-72 I-75 S.B. LEWISTON GRADE ROAD 3 = 99'


@ M-93 M-93 I-75 SB 3 = 173'


16' - 196136.75'2 -

@ M-93 M-93 I-75 NB 3 = 168'


15' - 196132.81'2 -

5.1 MI S OF OTSEGO CO LINCOUNTY ROAD 612 I-75 SB 3 = 130'


17' - 196132.81'2 -

5.1 MI S OF OTSEGO CO LINCOUNTY ROAD 612 I-75 NB 3 = 129'

4 - 60.7' L 2'' RS01-20016 Main 332 LATEX CONC 14' - HS20

15' -10'' L 196736.42'2 -

AT ROSCOMMON CO LINE MILITARY RD US-27 4 = 208'

2 - 43' L 11'' RS02-20016 Main 332 LATEX CONC 14' - H15

14' -11'' L 196732.15'2 -

2.4 MI NE OF ROSCOMMON COFLETCHER RD US-27 SB 3 = 156'

2 - 42.7' L 9'' RS03-20016 Main 332 LATEX CONC 15' - H15

15' -9'' L 196732.15'2 -

2.4 MI NE OF ROSCOMMON COFLETCHER RD US-27 NB 3 = 163'


7.4 MI W OF GRAYLING M-72 MANISTEE RIVER 1 = 60'

B02-20021 Main 505 MONO CONC HS25 199355.12'4 -IN GRAYLING

M-72 M-93 AU SABLE R 1 = 55'

B01-20022 Main 332 LATEX CONC HS20 195837.4'2 -4.4 MI W OF OSCODA CO LIN

M-72 S BR AU SABLE R 3 = 225'


16' - 197040.35'2 -

7.0 MI S OF GRAYLING 7 MILE RD (CHENEY I-75 SB 3 = 175'


16' - 197040.35'2 -

7.0 MI S OF GRAYLING 7 MILE RD (CHENEY I-75 NB 3 = 172'

2 - 41' R 5'' RS03-20052 Main 382 MONO CONC 14' - HS20+Mod

15' -11'' L 197044.29'2 -

6.0 MI S OF GRAYLING I-75 SB OLD US-27 1 = 119'

- 61 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' -9'' L 197044.29'2 -

6.0 MI S OF GRAYLING I-75 NB OLD US-27 1 = 127'

2 - 44' L 10.5' R 8'' RS05-20052 Main 382 LATEX CONC 14' - HS20+Mod

14' - /19848'' L 196245.28'2 -

5.3 MI S OF GRAYLING I-75 SB US-27NB 3 = 303'

Delta**************B01-21021 Main 104 BITUMINOUS H15 193137.73'2 -

1.8 MI NE OF BARK RIVER US-2 US-41 BARK R 1 = 35'

B02-21021 Main 302 LATEX CONC H20 194145.28'2 -0.5 MI E OF HYDE

US-2 US-41 FORD R 3 = 180'


3.4 MI W OF ESCANABA US-2 US-41 PORTAGE CR 1 = 23'

B04-21021 Main 505 BITUMINOUS HS25 197985.3'5 -IN ESCANABA(W LUDINGTON)

US-2 US-41 WILLOW CR 1 = 33'

C01-21021 Main 119 NOT APPL HS20+Mod 190041.99'2 -2.4MI NE OF BARK RIVER

US-2,US-41 BR OF BARK R 1 = 10'

B01-21022 Main 302 MONO CONC H15/1957 192961.35'4 -

3.6 MI N OF ESCANABA US-2,US-41 ESCANABA R 7 = 350'

4 - 51.8' L 51.8' R 6'' RX01-21022 Main 325 NOT APPL 14' - RAILROAD

14' -7'' L 193032.15'

IN ESCANABA C&NW RR US-2 1 = 65'


15' -11'' L 195818.7'

3.5 MI N OF ESCANABA E&LS RR US-2 1 = 69'

4 - 37.7' L 37.4' R 9'' RX03-21022 Main 302 NONE 15' - RAILROAD

14' -1'' L 195831.82'

4.2 MI N OF ESCANABA C&NW RR US-2 4 = 142'

B01-21024 Main 505 LATEX CONC HS25 199064.3'4 -0.2 MI E OF US-41

US-2 TOCOOSH CREEK 1 = 35'


0.4 MI E OF US-41 US-2 RAPID R 2 = 80'


1.1 MI E OF RAPID RIVER US-2 WHITEFISH R 5 = 300'

B04-21024 Main 302 BITUMINOUS H15 193538.39'2 -4.0 MI W OF NAHMA JUNCTIO

US-2 OGONTZ R 1 = 35'

- 62 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



0.3 MI E OF NAHMA JUNCTIOUS-2 STURGEON R 3 = 110'


1.3 MI E OF NAHMA JUNCTIOUS-2 BULL RUN CR 1 = 35'


1.5 MI NE OF ISABELLA US-2 BIG FISHDAM R 1 = 60'


2.0 MI NE OF ISABELLA US-2 LITTLE FISHDAM R 1 = 50'

C01-21024 Main 119 NOT APPL HS20+Mod 190095.8'2 -0.5MI W OF ST JACQUES

US-2 BR OGONTZ R 1 = 14'

C02-21024 Main 119 NOT APPL HS20+Mod 190041.99'2 -1.5MI W OF SCHOOLCRAFT CL

US-2 LITTLE FISHDAM R 1 = 16'


2.7 MI SE OF RAPID RIVER US-2 WCL RR 3 = 108'


US-2 & US-41SB DAYS RIVER 1 = 73'


US-2 & US-41NB DAYS RIVER 1 = 73'

R01-21025 Main 332 MONO CONC HS20 197142.32'2 -E LTS OF GLADSTONE

US-2 & US-41SB WCL RR 3 = 189'

R02-21025 Main 332 MONO CONC HS20 197042.32'2 -E LTS OF GLADSTONE

US-2 & US-41NB WCL RR 3 = 189'

B01-21031 Main 352 MONO CONC HS20 194843.31'2 -2.5 MI N OF MENOMINEE CO

M-35 BARK R 1 = 70'


4.0 MI SW OF ESCANABA M-35 FORD RIVER 3 = 180'

B03-21031 Main 104 LATEX CONC HS20 193243.31'2 -S LTS OF ESCANABA

M-35 PORTAGE CR 1 = 31'


8.0M NE OF MENOMINEE COL M-35 NO SEE UM CREEK 1 = 12'

C02-21031 Main 119 NOT APPL HS20+Mod 190023.62'2 -8.1MI SW OF LUDINGTON AVE

M-35 SUNNY BROOK 1 = 10'

- 63 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-21032 Main 332 MONO CONC HS20 196646.26'2 -IN BRAMPTON

M-35 DAYS RIVER 1 = 60'

C01-21032 Main 119 NOT APPL HS20+Mod 190058.73'2 -0.1MI SE MARQUETTE COL

M-35 RAPID RIVER 2 = 16'

4 - 44.9' R 9'' RX01-21032 Main 325 NOT APPL RAILROAD

13' - 193637.73'

IN GLADSTONE (4TH AVE) WCL RR M-35 3 = 84'

B01-21051 Main 505 LATEX CONC HS25 199351.18'2 -0.4 MI N OF US-2

US-41 TACOOSH CR 1 = 40'

B02-21051 Main 302 BITUMINOUS H20 193738.39'2 -7.2 MI N OF US-2

US-41 RAPID R 1 = 60'

C01-21051 Main 119 NOT APPL HS20+Mod 190041.99'2 -2.0MI NW OF RAPID RIVER

US-41 INMAN CR 1 = 14'

C02-21051 Main 119 NOT APPL HS20+Mod 190043.96'2 -4.1MI S OF ALGER COL

US-41 RAPID R. 2 = 12'

Dickinson**************B01-22011 Main 532 MONO CONC HS20 197335.76'2 -

1.7 MI S OF KINGSFORDM-95 MENOMINEE R 5 = 329'

B01-22012 Main 107 BITUMINOUS H15 193557.09'2 -6.8 MI S OF M-69

M-95 W BR STURGEON R 1 = 36'

C01-22012 Main 119 NOT APPL HS20+Mod 1968118.44'2 -0.3MI S OF RANDVILLE

M-95 KINGS CR 1 = 10'

R01-22012 Main 332 MONO CONC HS20 196846.26'2 -7.9 MI S OF M-69

M-95 PRIVATE RR (ABN) 3 = 147'

B01-22013 Main 302 MONO CONC H15 192836.42'2 -1.4 MI S OF CHANNING

M-95 FORD R 1 = 35'

B02-22021 Main 632 MONO CONC HS20 198145.93'2 -4.5 MI NW IRON MOUNTAIN

US-2 & US-141 MENOMINEE RIVER 3 = 315'

R01-22021 Main 332 MONO CONC HS20+Mod/1974 193236.75'2 -

0.8 MI E OF WISC. ST LINEUS-2,US-141 E&LS RR 3 = 107'

2 - 42' L 42' R 9'' RX01-22022 Main 325 NONE 15' - RAILROAD

15' -11'' L 195420.01'

IN NORWAYC&NW RR US-2 E.B. 1 = 57'

- 64 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' -8'' L 196420.01'

IN NORWAYC&NW RR US-2 WB 1 = 53'

B01-22023 Main 352 INTEG CONC H15 192936.42'2 -1.0 MI W OF LORETTO

US-2 STURGEON R 3 = 195'

C01-22023 Main 119 NOT APPL HS20+Mod 190068.24'2 -2.8MI E OF LORETTO

US-2 CHENEY CR 1 = 12'

C02-22023 Main 119 NOT APPL HS20+Mod 190034.78'2 -2.1MI NW OF MENOMINEE COL

US-2 HAMILTON CR 1 = 12'

R01-22023 Main 119 NOT APPL HS25 19972 -2.6 MI E OF LORETTO

US-2 C&NW RR (ABN) 1 = 14'

B01-22031 Main 333 MONO CONC H15/1969 192932.81'2 -

AT WISCONSIN STATE LINEUS-141 MENOMINEE RIVER 6 = 473'


14' -2'' L 193017.39'

0.1 MI SE OF US-2C&NW RR US-141 3 = 107'

B01-22042 Main 119 BITUMINOUS H20 195645.28'2 -1.5 MILES EAST OF M-95

M-69 N BR OF STURGEON RIVER 2 = 22'


2 MI E OF FOSTER CITYM-69 (CO. HWY 569) E BR STURGEON RIVER 1 = 40'

B02-22051 Main 482 MONO CONC HS20 196634.78'2 -2.0 M S OF NORWAY

US-8 MENOMINEE R 3 = 317'

C01-22051 Main 119 NOT APPL HS20+Mod 190032.81'2 -S BROWN ST IN NORWAY

US-8 CREEK 1 = 12'

N01-22051 Main 702 TIMBER PEDESTRIAN 19849.84'SOUTH LIMITS OF NORWAY

BIKEPATH WHITE CREEK 3 = 58'

Eaton**************B01-23011 Main 382 MONO CONC HS20

/1973 192836.42'2 -

W LTS OF BELLEVUE M-78 BATTLE CREEK R 2 = 120'

B01-23012-1 Main 332 LATEX CONC HS20 195749.87'2 - 1.0 MI SW OF POTTERVILLE

(OLD) US-27 NB THORNAPPLE R 1 = 35'

B01-23012-2 Main 302 MONO CONC H20/1957 194049.87'2 -

1.0 MI SW OF POTTERVILLE US-27 SB THORNAPPLE R 1 = 35'

- 65 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C01-23012 Main 119 NOT APPL HS20+Mod 194272.18'4 - 1.0 M NE OF EATON COCTHSE

I-69 BR BUTTERNUT CREEK 1 = 12'


3.0 MI W OF CHARLOTTE M-79 LITTLE THORNAPPLE R 1 = 23'

C02-23021 Main 119 NOT APPL HS20+Mod 19002 - AT FREY ROAD

M-79 SHANTY BROOK 1 = 10'

C03-23021 Main 119 NOT APPL HS20+Mod 190028.87'2 - 0.2 M E OF SHAYTOWN ROAD

M-79 LACY LAKE OUTLET 1 = 16'

B03-23031 Main 111 BITUMINOUS H15 192134.78'2 - IN CHARLOTTE

I-69 BR BATTLE CREEK R 1 = 45'

B01-23041 Main 302 LATEX CONC HS20 194943.64'2 - 2.3 MI W OF SUNFIELD

M-43 MUD CR 1 = 35'

B02-23041 Main 302 MONO CONC HS20 194943.64'2 - 2.0 MI E OF SUNFIELD

M-43 SEBEWA DRAIN 1 = 35'

C01-23041 Main 119 NOT APPL HS20+Mod 190023.95'2 - 2.8 M E OF MULLIKEN

M-43 FRAYER CREEK 1 = 12'

C02-23041 Main 119 NOT APPL HS20+Mod 190061.02'2 - 0.7 W OF M-100

M-43 JOHN EARL DRAIN 2 = 17'

B01-23052 Main 302 BITUMINOUS H15 193146.26'2 - 6.4 MI NW OF CHARLOTTE

M-50 LITTLE THORNAPPLE R 1 = 35'


9.5 MI NW OF CHARLOTTE M-50 THORNAPPLE R 1 = 55'

B03-23052 Main 104 BITUMINOUS H15 193448.88'2 - 5.5 MI SE OF BARRY CO LIN

M-50 SEBEWA DRAIN 1 = 26'

B04-23052 Main 104 BITUMINOUS H15 192738.39'2 - 1.6 MI SE OF BARRY CO LIN

M-50 MUD CR 1 = 27'

C01-23052 Main 119 NOT APPL HS20+Mod 193461.02'2 - AT SUNFIELD ROAD

M-50 PRATT DRAIN 1 = 10'

C02-23052 Main 119 NOT APPL HS20+Mod 193441.99'2 - 0.7 M SE OF MT HOPE ROAD

M-50 SHAYTOWN CREEK 1 = 10'

C03-23052 Main 119 NOT APPL HS20+Mod 193434.78'2 - 0.4 M SE OF ALLEGAN ROAD

M-50 CREEK 1 = 18'

- 66 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-23061 Main 632 MONO CONC HS20+Mod 197244.29'2 - 1.0 MI N OF OLIVET

I-69 SB INDIAN CREEK 3 = 100'


I-69 NB INDIAN CREEK 3 = 100'


0.5 MI S OF M-50 I-69 NB BATTLE CREEK RIVER 1 = 40'


I-69 SB RAMP INDIAN CREEK 3 = 100'


I-69 NB RAMP INDIAN CREEK 3 = 100'

B06-23061 Main 532 MONO CONC HS20+Mod 197244.62'2 - 2.5 MI NE OF OLIVET

I-69 SB BIG CREEK 3 = 98'

B07-23061 Main 532 MONO CONC HS20+Mod 197244.62'2 - 2.5 MI NE OF OLIVET

I-69 NB BIG CREEK 3 = 98'

B08-23061 Main 532 MONO CONC HS20+Mod 197147.24'2 - 0.5 MI S OF M-50

I-69 SB BATTLE CREEK RIVER 1 = 40'

C01-23061 Main 119 NOT APPL HS20+Mod 1971186.35'4 - 0.2 M N OF ISLAND HWY

I-69,US-27 BUTTERNUT CREEK 1 = 12'

C02-23061 Main 119 NOT APPL HS20+Mod 197191.86'2 - 0.9 M NE OF STINE ROAD

I-69,US-27SB PAGE CREEK 3 = 15'

C03-23061 Main 119 NOT APPL HS20+Mod 197191.86'2 - 0.9 M NE OF STINE ROAD

I-69,US-27NB PAGE CREEK 3 = 15'

C04-23061 Main 119 NOT APPL HS20+Mod 1971144.03'2 - 0.3 M SW SPICERVILLE HWY

I-69,US-27 SB FISHER DRAIN 2 = 18'

C05-23061 Main 119 NOT APPL HS20+Mod 1971122.05'2 - 0.3 M SW SPICERVILLE HWY

I-69,US-27 NB FISHER DRAIN 2 = 18'


E LTS OF CHARLOTTEI-69 NB GTW RR 3 = 144'

R02-23061 Main 332 MONO CONC HS20+Mod 197162.99'3 - E LTS OF CHARLOTTE

I-69 SB GTW RR 3 = 144'


16' -6'' L 197240.35'2 -

2.4 MI SW OF OLIVET BASE LINE HWY I-69 7 = 473'

- 67 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' -3'' L 197250.2'2 -

1.4 MI SW OF OLIVET BUTTERFIELD HY M78 I-69 7 = 476'


16' -0'' L 197240.35'2 -

1.0 MI W OF OLIVET SHERWOOD ROAD I-69 7 = 655'


16' -0'' L 197244.29'2 -

1.0 MI N OF OLIVET AINGER ROAD I-69 6 = 365'


18' -7'' L 197151.84'2 -

3.0 MI S OF CHARLOTTE I-69 BL I-69 5 = 502'


17' -3'' L 197138.39'2 -

1.5 MI SE OF CHARLOTTE KALAMO ROAD I-69 2 = 269'


16' -3'' L 197150.2'2 -

E LTS OF CHARLOTTE M-50 I-69 & US-27 2 = 236'


16' -5'' L 197144.29'2 -

1.8 MI N OF M-50 ISLAND HIGHWAY I-69 2 = 232'


15' - 197244.62'2 -

2.3 MI NE OF OLIVET I-69 SB STINE RD 3 = 139'


16' -1'' L 197240.35'2 -

5.6 MI NE OF OLIVET FIVE POINT HIGHWAY I-69 6 = 523'


13' - 197244.62'2 -

2.3 MI NE OF OLIVET I-69 NB STINE RD 3 = 143'

B01-23063 Main 532 LATEX CONC HS25 198947.24'2 - 0.4 MI SW POTTERVILLE

I-69 NB THORNAPPLE RIV 1 = 63'

B02-23063 Main 532 LATEX CONC HS25 198947.24'2 - 0.4 M SW POTTERVILLE

I-69 SB THORNAPPLE RIV 1 = 63'

2 - 60.4' L 60.4' R 0'' RR01-23063 Main 482 LATEX CONC HS25

22' - 198947.24'2 -

4.0 MI NE POTTERVILLE I-69 NB GTW RR& BILLWOOD HWY 2 = 349'

2 - 60.4' L 60.4' R 0'' RR02-23063 Main 382 LATEX CONC 22' - HS25

22' -0'' L 198947.24'2 -

4.0 MI NE POTTERVILLE I-69 SB GTW RR& BILLWOOD HWY 3 = 248'


16' -3'' L 198964.3'3 -

N E LIMIT CHARLOTTE I-69 NB I-69 BL 3 = 270'


16' -3'' L 198946.92'2 -

N E LIMIT CHARLOTTE I-69 SB I-69 BL 3 = 270'

- 68 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 198946.92'2 -

N E LIMIT CHARLOTTE I-69 NB PACKARD HWY 1 = 110'


14' - 198946.92'2 -

N E LIMIT CHARLOTTE I-69 SB PACKARD HWY 1 = 110'


16' -3'' L 198941.01'2 -

1.5 MI NE CHARLOTTE OTTO ROAD I-69 2 = 274'


14' - 198948.23'2 -

3.0 MI NE CHARLOTTE I-69 NB OLD 27&STEWART RD 3 = 202'


14' - 198946.92'2 -

3.0 MI NE CHARLOTTE I-69 SB OLD 27 & STEWART RD 3 = 202'

2 - 42' L 42' R 3'' RS08-23063 Main 532 LATEX CONC 17' - HS25

17' -3'' L 198947.24'2 -

AT S LIMITS POTTERVILLE I-69 NB M-100 3 = 189'

4 - 101' L 99.4' R 3'' RS09-23063 Main 432 LATEX CONC 16' - HS25

16' -3'' L 198943.31'2 -

AT E LIMITS POTTERVILLE VERMONTVILLE HWY I-69 4 = 397'


14' - 198947.24'2 -

2.0 MI NE POTTERVILLE I-69 NB WINDSOR & NIXON HWY 1 = 86'


14' - 198947.24'2 -

2.0 MI NE POTTERVILLE I-69 SB NIXON ROAD 1 = 86'


16' - 198971.19'5 -

3.2 MI NE POTTERVILLE LANSING RD,BR US27 I-69 2 = 368'


16' -3'' L 198941.01'2 -

4.0 MI NE POTTERVILLE DAVIS HWY I-69 2 = 332'


16' -3'' L 198948.88'2 -

2.0 MI S I-496 I-69 NB I-96 4 = 308'


16' -3'' L 198931.17'1 -

2.0 MI S I-496 I-69 SB I-96 4 = 315'


16' - 198941.01'2 -

1.5 MI S I-496 MILLET ROAD I-69 3 = 196'


16' -10'' L 198947.24'2 -

AT S LIMITS POTTERVILLE I-69 SB M-100 3 = 189'

B01-23071 Main 101 BITUMINOUS H15 194045.28'2 - 3.5 MI N OF US-27 & M-78

M-100 COUNTY DRAIN 1 = 23'

- 69 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C01-23071 Main 119 NOT APPL HS20+Mod 194040.03'2 - 3.6 M N OF POTTERVILLE

M-100 SHARP DRAIN 1 = 18'

R01-23071 Main 302 LATEX CONC HS25 194043.31'2 - N LTS OF POTTERVILLE

M-100 GTW RR 3 = 157'

B01-23072 Main 532 LATEX CONC H15 198965.29'4 - IN GRAND LEDGE

M-100 GRAND R 5 = 535'

C01-23081 Main 119 NOT APPL HS20+Mod 1969106.96'2 - 0.2 M N OF MT HOPE

I-496,RAMP A MOON HAMILTON DRAIN 2 = 16'

C02-23081 Main 119 NOT APPL HS20+Mod 1969214.57'4 - 0.5 M E OF CANAL ROAD

I-496 CARRIER CK & MOON HAM DR 1 = 12'


17' -5'' L 196935.1'2 -

3.5 MI W OF LANSING I-496 RAMP I-96 4 = 225'


16' -3'' L 196942.98'2 -

3.5 MI W OF LANSING I-496 WB I-96 4 = 234'


14' - 196936.42'2 -

3.2 MI W OF LANSING CANAL RD I-496 RAMP 3 = 148'


15' -0'' L 196936.42'2 -

3.2 MI W OF LANSING CANAL RD I-496 5 = 352'


15' -2'' L 196936.42'2 -

3.0 MI W OF LANSINGCREYTS RD NB I-496 2 = 192'


14' -0'' L 196942.32'2 -

2.0 MI W OF LANSING SNOW RD I-496 3 = 192'


14' - 196951.18'3 -

AT EATON-INGHAM CO LINE I-496 WB WAVERLY RD 3 = 170'


14' - 196951.18'3 -

AT EATON-INGHAM CO LINE I-496 EB WAVERLY RD 3 = 170'


14' - 198951.18'2 -

AT I-96/I-496 JCTI-496W TO I-96E I-96EB TO I-496EB RMP C 1 = 148'

6 - 83.7' L 82' R 1'' RS14-23081 Main 482 LATEX CONC 14' - HS20

15' -7'' L 198251.51'3 -

3 MI W OF LANSING CREYTS ROAD SB I-496 2 = 230'

B01-23091 Main 506 MONO CONC HS25 199593.18'4 - IN EATON RAPIDS

M-99 & M-50 MILL RACE 1 = 39'

- 70 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B02-23091 Main 505 INTEG CONC HS25 198867.59'4 - IN EATON RAPIDS

M-99, M-50 SPRING BROOK 1 = 42'

C01-23091 Main 119 NOT APPL HS20+Mod 193982.35'2 - 1.5 M S OF EATON RAPIDS

M-99,M-50 HOBART DRAIN 1 = 10'

C02-23091 Main 119 NOT APPL HS20+Mod 190039.37'4 - IN EATON RAPIDS

M-99,M-50 SOUTH SPILLWAY 1 = 11'

B01-23092 Main 332 MONO CONC HS25 197845.6'2 - 1.5 MI S OF HOLT RD

M-99 NB SKINNER DRAIN 1 = 31'

B02-23092 Main 332 MONO CONC HS25 197845.6'2 - 0.5 MI S OF HOLT RD.

M-99 NB GRAND RIVER 3 = 180'

B03-23092 Main 332 MONO CONC HS25 197845.6'2 - 0.5 MI S OF HOLT ROAD

M-99 S.BOUND GRAND RIVER 3 = 180'

B04-23092 Main 332 MONO CONC HS25 197857.74'2 - 1.5 MI S. OF HOLT ROAD

M-99 S BOUND SKINNER DRAIN 1 = 31'

C01-23092 Main 119 NOT APPL HS20+Mod 1900102.36'3 - IN EATON RAPIDS

M-99 NORTH SPILLWAY 1 = 16'

C02-23092 Main 119 NOT APPL HS20+Mod 190089.9'5 - 0.2 M NE OF EATON RAPIDS

M-99 SPICER CREEK 1 = 12'


1.5 M NE OF EATON RAPIDS M-99 BENTLEY DRAIN 1 = 12'

2 - 76.8' R 0'' RB01-23151 Main 382 LATEX CONC HS20+Mod

13' - 196235.76'2 -

2.1 MI W OF INGHAM CO LINI-96 EB GRAND R & BILLWOOD HY 3 = 400'

2 - 59.7' RB02-23151 Main 382 LATEX CONC HS20+Mod 196235.76'2 -

2.1 MI W OF INGHAM CO LINI-96 WB GRAND R & BILLWOOD HY 3 = 303'


16' - 196232.81'2 -

2.0 MI W OF INGHAM CO LINCREYTS RD I-96 EB 3 = 213'


16' - 196232.81'2 -

2.0 MI W OF INGHAM CO LINCREYTS RD I-96 WB 3 = 234'


17' -9'' L 196234.78'2 -

@ INGHAM CO LINE WAVERLY RD I-96 4 = 214'

B01-23152-3 Main 332 LATEX CONC HS20+Mod/1980 196250.2'2 -

0.2 MI S OF CLINTON CO LII-96 EB GRAND R 3 = 269'

- 71 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



0.2 MI S OF CLINTON CO LII-96 WB GRAND R 3 = 269'

B02-23152 Main 332 MONO CONC HS25 198145.6'2 - 6 MI NW OF LANSING

I-69 WB TO I-96 EB GRAND RIVER 3 = 274'

C01-23152 Main 119 NOT APPL HS20+Mod 1962219.82'6 - 0.1 M N OF MT HOPE HWY

I-96 MOON HAMILTON DRAIN 2 = 16'

C02-23152 Main 119 NOT APPL HS20+Mod 196227.89'2 -@ MT. HOPE HWY.

WB496 RMP TO SB69 HAMILTON DRAIN 2 = 16'

R01-23152 Main 332 LATEX CONC HS20+Mod 196243.64'2 -0.6 MI NW OF US-27 & M-78

I-96 WB GTW RR 3 = 176'

R02-23152 Main 332 LATEX CONC HS20+Mod 196243.64'2 -0.6 MI NW OF US-27 & M-78

I-96 EB GTW RR 3 = 173'


16' -11'' L 196130.84'2 -

1.0 MI S OF CLINTON CO LIWILLOW HWY I-96 4 = 215'


15' - /1980 196266.27'4 -

@ M-43 I-96 EB M-43 3 = 162'


15' - /1980 196266.27'4 -

@ M-43 I-96 WB M-43 3 = 162'


16' - /19696'' L 196232.81'2 -

1.0 MI S OF M-43 ST JOSEPH HWY I-96 6 = 325'


16' - /19897'' L 196232.48'2 -

1.8 MI S OF M-43 MT HOPE HWY I-96 & I-496 RAMP 6 = 399'


17' -2'' L 196230.84'2 -

3.0 MI S OF M-43 MILLETT RD I-96 4 = 216'


15' - 196243.64'2 -

0.4 MI NW OF US-27 & M-78I-96 WB CANAL RD 3 = 151'


14' - 196243.64'2 -

0.4 MI NW OF US-27 & M-78I-96 EB CANAL RD 3 = 174'


15' -1'' L 196247.57'3 -

I-96 @ OLD US-27I-96 WB OLD US-27 (LANSING RD) 4 = 188'


14' -4'' L 196247.57'3 -

I-96 & OLD US-27I-96 EB OLD US-27 (LANSING RD) 4 = 185'

- 72 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' - /19812'' L 196139.7'2 -

CLINTON/EATON CO. LINE EATON HWY I-69 EB & I-96 WB 4 = 217'


16' - 198139.7'2 -

CLINTON/EATON CO. LINE EATON HWY I-69 WB & 96 E B 3 = 182'

R01-23997 Main 332 MONO CONC HS20 197336.42'2 -STATE SECONDARY COMPLEX

CROWNER RD. GTW RR 3 = 180'

Emmet**************B01-24011 Main 104 INTEG CONC H15 193055.12'4 -

IN PETOSKEY (MITCHELL ST)US-31&M-68 BEAR CREEK 7 = 265'

C01-24011 Main 104 NOT APPL HS20+Mod 190035.76'2 - 0.4MI S OF CONWAY

US-31 CROOKED LAKE OUTLET 1 = 20'

2 - 70.9' R 6'' RP01-24011 Main 310 OTHER PEDESTRIAN

14' - 19675.58'

Appr 300E LTS OF PETOSKEY PEDESTRIAN STRUCT US-31 & M-68 4 = 136'

B01-24012 Main 101 LATEX CONC H20 194145.6'2 - S LTS OF PELLSTON

US-31 MAPLE R 1 = 35'

B02-24012 Main 104 BITUMINOUS H15 193338.06'2 - 4.1 MI SW OF CHEBOYGAN CO

US-31 CARP LAKE R 1 = 31'

B01-24021 Main 352 LATEX CONC H20 193738.39'2 - IN ALANSON

M-68 CROOKED R 3 = 134'

R01-24071 Main 332 LATEX CONC HS20+Mod 195781.36'4 - IN MACKINAW CITY

I-75 D&M RR (ABN) 4 = 255'


14' -7'' L 195737.4'2 -

IN MACKINAW CITY US-23 SB I-75 3 = 204'


15' -7'' L 195781.36'4 -

IN MACKINAC CITY I-75 CENTRAL ST 3 = 131'

4 - 39.7' R 8'' RS03-24071 Main 302 BITUMINOUS HS20

10' - 195753.81'4 -

IN MACKINAW CITY I-75 S APPR BIG MA STRAITS AVE 14 = 587'

B01-86000 Main 313 BITUMINOUS HS20 195753.81'4 -Appr 409MACKINAW CITY-ST IGNACE

I-75 STRAITS OF MACKINAC 60 = 19248'


N OF MACKINAC BR (CAUSWAYI-75 STRAITS OF MACKINAC 3 = 90'

- 73 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


Genesee**************B01-25011 Main 302 MONO CONC H15 193247.24'2 -

2.3 MI N OF M-21M-13 MISTEQUAY CR 1 = 40'

C01-25011 Main 119 NOT APPL HS20+Mod 193880.38'2 -1.2MI S. OF M-57

M-13 REED DRAIN 1 = 12'


IN FENTONUS-23 BR SHIAWASSEE R 1 = 32'

B01-25031-1 Main 332 LATEX CONC HS20 195747.24'2 -IN FENTON

US-23 NB SHIAWASSEE R 1 = 42'

B01-25031-2 Main 332 LATEX CONC HS20 195747.24'2 -IN FENTON

US-23 SB SHIAWASSEE R 1 = 42'

B02-25031-1 Main 302 LATEX CONC HS20 195747.24'2 -2.5 MI S OF FLINT

US-23 NB SWARTZ CR 3 = 129'

B02-25031-2 Main 302 LATEX CONC HS20 195747.24'2 -2.5 MI S OF FLINT

US-23 SB SWARTZ CR 3 = 129'


N OF I-69 @ INTERCHGI-75 SWARTZ CREEK 1 = 60'

C01-25031 Main 119 NOT APPL HS20+Mod 1957149.93'4 -1.1MI.S.OF LAHRING RD.

US-23 LAKE FENTON DR. 1 = 10'

C02-25031 Main 119 NOT APPL HS20+Mod 1957187.99'4 -0.2MI.S.OF TORREY RD.

US-23 INDIAN CREEK 1 = 16'

C03-25031 Main 119 NOT APPL HS20+Mod 1958134.51'6 -0.5MI.S.OF BRISTOL RD.

I-75 & US-23 CALL COUNTY DRAIN 1 = 14'

4 - 66.6' R 2'' RR01-25031-1 Main 332 LATEX CONC HS20

14' - 195848.23'2 -

IN FENTONUS-23 NB GTW RR &US-23BR 5 = 333'


14' - 195848.23'2 -

IN FENTONUS-23 SB GTW RR &US-23BR 5 = 333'


17' - /19940'' L 195783.33'5 -

OWEN RD (1 MI W / FENTON)US-23 BR US-23 4 = 266'


14' -5'' L 195733.14'2 -

1.6 MI N OF FENTONLAHRING RD US-23 4 = 238'


14' -5'' L 195733.14'2 -

3.2 MI N OF FENTONTHOMPSON RD US-23 4 = 224'

- 74 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' -3'' L 195733.14'2 -

5.0 MI N OF FENTONBALDWIN RD US-23 4 = 180'


14' -2'' L 195733.14'2 -

6.3 MI N OF FENTONTORREY RD US-23 4 = 318'


14' -6'' L 195755.12'4 -

7.3 MI N OF FENTONGRAND BLANC RD US-23 4 = 223'


14' -6'' L 195755.12'4 -

2.0 MI S OF M-121HILL RD US-23 4 = 171'

6 - 51.5' R 8'' RS08-25031 Main 302 MONO CONC 14' - H15

14' -3'' L 195733.14'2 -

0.4 MI S OF FLINTMAPLE RD I-75 4 = 172'


15' - /19888'' L 1958138.78'8 -

1.0 MI SW OF FLINTI-75 M-121 4 = 164'

9 - 49.9' R 2'' RS11-25031 Main 332 LATEX CONC 14' - HS20

14' - /19839'' L 195467.91'4 -

W LTS OF FLINTMILLER RD I-75 6 = 288'

6 - 48.6' R 7'' RX02-25031 Main 303 NOT APPL 14' - RAILROAD

14' -0'' L 195471.19'

S OF I-69 @ INTERCHGTW RR I-75 2 = 112'


2.0 MI N OF M-21I-75 US-23 FLINT R 6 = 492'


5.0 MI S OF SAGINAW CO LII-75 US-23 (NBd) BRENT RUN CREEK 3 = 146'


5.0 MI S OF SAGINAW CO LII-75 US-23 BRENT RUN CR 3 = 146'


0.4 MI N OF M-57I-75 US-23 PINE RUN CR 3 = 135'


0.4 MI N OF M-57I-75 US-23 PINE RUN CR 3 = 135'

C01-25032 Main 119 NOT APPL HS20+Mod 1958252.62'6 -0.4 MI.S.OF PIERSON RD.

I-75 & US-23 HARTSHORN DR. 1 = 14'

C02-25032 Main 119 NOT APPL HS20+Mod 1998282.81'6 -0.5MI.S.OF M-57

I-75 & US-23 PINE RUN/PARKER CRK 1 = 10'

C03-25032 Main 119 NOT APPL HS20+Mod 1958159.78'6 -0.1MI N.OF LAKE RD.

I-75 & US-23 BRANCH OF SILVER CREEK 1 = 14'

- 75 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C04-25032 Main 119 NOT APPL HS20+Mod 1958159.78'6 -0.5MI S.OF SAGINAW CO.LIN

I-75 & US-23 SILVER CREEK 1 = 16'

7 - 58.7' L 51.5' R 0'' RP01-25032 Main 303 MONO CONC 14' - PEDESTRIAN

15' - /19697'' L 195712.8'

S OF M-21HOGARTH ST WALKOER I-75 3 = 169'


14' -9'' L 195733.14'2 -

S OF M-21ARLENE DRIVE I-75 4 = 187'


14' -3'' L 195775.13'4 -

NEAR W LTS OF FLINTM 21 I-75 4 = 181'


13' - 1957111.22'6 -

N OF M-21I-75 COURT ST 3 = 107'


14' -8'' L 195856.43'2 -

1 MI N OF M-21BEECHER RD I-75 4 = 288'


14' - /1973 195861.35'3 -

N OF FLINT RIVERI-75 NB FLUSHING RD 3 = 174'


14' - /1973 195861.35'3 -

N OF FLINT RIVERI-75 SB FLUSHING RD 3 = 184'


14' -9'' L 195834.12'2 -

3 MI N OF M-21PASADENA AVE I-75 4 = 197'


17' -7'' L 197394.16'5 -

4 MI N OF M-21PIERSON RD I-75 2 = 228'


14' -2'' L 195733.14'2 -

5.4 MI N OF M-21CARPENTER RD I-75 4 = 202'


14' -1'' L 195755.12'4 -

6.1 MI S OF M-57COLDWATER RD I-75 4 = 203'


15' -10'' L 197248.23'2 -

5.1 MI S OF M-57STANLEY RD I-75 3 = 285'


14' -2'' L 199035.1'2 -

4.1 MI S OF M-57MT MORRIS RD I-75 4 = 202'


14' -0'' L 195833.14'2 -

2.1 MI S OF M-57DODGE RD I-75 4 = 248'


15' -6'' L 195833.14'2 -

1.0 MI S OF M-57WILSON RD I-75 4 = 219'

- 76 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' -8'' L 199892.85'5 -

@M-57M-57 (VIENNA RD) I-75 4 = 257'


14' -8'' L 195833.14'2 -

1.0 MI N OF M-57FARRAND RD I-75 4 = 202'


14' -10'' L 195933.14'2 -

2.0 MI N OF M-57LAKE RD I-75 4 = 206'


15' -1'' L 195721.65'

S OF M-21GTW RR I-75 2 = 117'

B01-25033 Main 811 BITUMINOUS H10 190667.26'2 -BY FENTON MUN. BLD

US-23BR (LEROY ST) SHIAWASSEE R 1 = 30'

B02-25042-3 Main 532 MONO CONC HS20 196860.04'4 -E OF BRISTOL RD

I-69 SWARTZ CR 3 = 97'

B02-25042-4 Main 532 MONO CONC HS20 196860.04'4 -E OF BRISTOL RD

I-69 SWARTZ CR 3 = 96'

B05-25042 Main 532 MONO CONC HS20 196943.64'2 -SB I-75 RMP TO I-69

I-75 RAMP A & C SWARTZ CREEK 3 = 128'

B06-25042 Main 332 MONO CONC HS20 196957.74'2 -WB I-69 RMPTO NB I-75

I-75 RAMP H & M SWARTZ CREEK 1 = 64'

B07-25042 Main 332 MONO CONC HS20 196926.9'1 -NB I-75 RMP TO MILLER RD

I-75 RAMP L SWARTZ CREEK 1 = 57'

C01-25042 Main 119 NOT APPL HS20+Mod 1968295.28'7 -0.2MI E.OF LINDEN RD.

I-69 & RAMP HOWLAND & HEWITT DR. 2 = 20'

C02-25042 Main 119 NOT APPL HS20+Mod 1969222.44'7 -0.3MI.W.OF I-75

I-69 & RAMP G CALL DRAIN 1 = 12'

C03-25042 Main 119 NOT APPL HS20+Mod 1969195.87'3 -0.3MI.W.OF I-75

I-69 WB RAMPS A&B CALL DRAIN 1 = 12'

6 - 57.7' L 53.5' R 0'' RR03-25042 Main 382 MONO CONC HS20

39' - 196935.1'2 -

NB I-75 RMP TO WB I-69I-75 RAMP B GTW RR &I-75 8 = 587'

R04-25042 Main 332 MONO CONC HS20 196845.6'2 -E OF MILLER @ SWARTZ CRK

I-69 EB GTW RR & SWARTZ CR 4 = 285'

R05-25042 Main 332 MONO CONC HS20 196842.32'2 -E OF MILLER RD & R04

I-69 EB GTW RR 3 = 203'

- 77 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


R06-25042 Main 332 MONO CONC HS20 196835.1'2 -E OF MILLER @ SWARTZ CRK

I-69 WB GTW RR &SWARTZ CR 4 = 285'

R07-25042 Main 332 MONO CONC HS20 196842.32'2 -E OF MILLER RD & R06

I-69 WB GTW RR 3 = 203'

R09-25042 Main 382 MONO CONC HS20 196926.9'1 -NB I-75 RAMP TO EB I-69

I-75 RAMP D GTW RR 3 = 266'


16' -9'' L 195961.35'4 -

@ SHIAWASSEE CO LINEM-13 I-69 4 = 226'


15' -5'' L 195931.5'2 -

1.0 MI E OF M-13DUFFIELD RD I-69 4 = 226'


14' -7'' L 195931.5'2 -

2.0 MI E OF M-13NICHOLS RD I-69 4 = 226'


14' -5'' L 196033.46'2 -

1.5 MI NW OF SWARTZ CREEKSEYMOUR RD I-69 4 = 226'


14' -8'' L 196033.46'2 -

0.5 MI N OF SWARTZ CREEKMORRISH RD I-69 4 = 226'


15' -9'' L 196047.9'2 -

1.2 MI NE OF SWARTZ CREEKI-69 EB ELMS RD 3 = 137'


14' -6'' L 196057.41'3 -

1.2 MI NE OF SWARTZ CREEKI-69 WB ELMS RD 3 = 137'


16' -0'' L 196848.23'3 -

2.0 MI SW OF FLINTI-69 EB LINDEN RD 3 = 137'


14' -11'' L 196848.23'3 -

2.4 MI E OF SWARTZ CREEKI-69 EB M-121,BRISTOL RD 4 = 232'


14' -0'' L 196848.23'3 -

2.4 MI E OF SWARTZ CREEKI-69 WB M-121,BRISTOL RD 4 = 232'


15' -1'' L 196935.1'2 -

NB I-75 RAMP TO WB I-69I-75 RAMP B I-69 5 = 339'


16' -2'' L 196935.1'2 -

SB I-75 RAMP TO EB I-69I-75 RAMP C I-69 5 = 289'


16' -1'' L 196942.98'2 -

SW LTS OF FLINTI-69 EB I-75 4 = 210'

- 78 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' -1'' L 196942.98'2 -

SW LTS OF FLINTI-69 WB I-75 4 = 210'


16' - 196926.9'1 -

EB I-69 RAMP TO NB I-75I-69 RAMP E I-75 4 = 210'

4 - 62.7' L 64' R 5'' RS12-25042-8 Main 532 MONO CONC HS20

16' - 196026.9'1 -

WB I-69 RAMP TO SB I-75I-69 RAMP F I-75 4 = 210'

4 - 63' L 53.5' R 0'' RS13-25042 Main 332 LATEX CONC HS20

39' - 196935.1'2 -

SB I-75 RAMP TO EB I-69I-75 RAMP C I-75 6 = 333'

4 - 63' R 11'' RS15-25042-3 Main 332 MONO CONC 15' - HS20

14' -4'' L 196942.98'2 -

E OF I-75 @ INTERCHGI-69 EB BALLENGER RD 3 = 145'

4 - 63' L 11'' RS15-25042-4 Main 332 MONO CONC 15' - HS20

14' -4'' L 196942.98'2 -

E OF I-75 @ INTERCHGI-69 WB BALLENGER RD 3 = 145'

4 - 63' L 11'' RS15-25042-8 Main 332 MONO CONC 15' - HS20

14' -4'' L 196948.56'2 -

WB I-69 RAMP TO I-75I-69 WB RAMPS H&F BALLENGER RD 3 = 145'


23' - 196951.18'3 -

I-75 RAMP TO EB I-69I-75 RAMPS C & D BALLENGER RD 3 = 184'


14' -6'' L 196848.23'3 -

IN SWARTZ CREEKI-69 EB MILLER RD 4 = 233'


14' -6'' L 196848.23'3 -

2.0 MI E OF SWARTZ CREEKI-69 WB LINDEN RD 3 = 137'

4 - 41' L 41' R 8'' RS19-25042-4 Main 332 LATEX CONC 15' - HS20

16' -10'' L 196842.32'2 -

IN SWARTZ CREEKI-69 WB MILLER RD 4 = 224'

4 - 41' L 41' R 8'' RS19-25042-8 Main 332 LATEX CONC 15' - HS20

16' -10'' L 196826.9'1 -

IN SWARTZ CREEKI-69 WB RAMP C MILLER RD 4 = 195'


14' - 196928.22'1 -

WB I-69 RAMP TO NB I-75I-75 RAMPS H & M I-69 RAMP L 3 = 211'

B01-25051 Main 302 BITUMINOUS H20 194194.49'4 -IN FLINT 2000 BLK S SAGIN

M-54BR SAGINAW RD THREAD CR 1 = 40'

4 - 34.8' L 34.8' R 1'' RX01-25051 Main 201 MONO CONC RAILROAD

14' - 194140.03'

IN FLINT (S SAGINAW ST)GTW RR M-54 BR 4 = 150'

B02-25061 Main 119 NONE HS20 1999146'4 -E of M-78(WOLF AIRPORT)

M-121 (BRISTOL RD) SWARTZ CR 1 = 36'

- 79 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B03-25061-3 Main 101 LATEX CONC H20 195761.02'4 -1.8 MI E OF M-78

M-121 CALL DRAIN 1 = 24'

B03-25061-4 Main 101 LATEX CONC H20/1957 194154.79'2 -

1.8 MI E OF M-78M-121 CALL DRAIN 1 = 24'

R01-25061 Main 532 MONO CONC HS25 1999128.94'4 -SEC. 28 FLINT TWP.

M-121(BRISTOL RD.) G.T.W.R.R. 1 = 172'

B01-25072 Main 505 MONO CONC HS25 197675.13'4 -IN FLINT (1.4MI S OF COUR

M-54 THREAD CR 1 = 39'


IN FLINT (2.6 MI N OF COUM-54 FLINT R 3 = 208'

C01-25072 Main 119 NOT APPL HS20+Mod 19264 -INT.DORT HWY & COURT ST.

M-54 GILKEY CREEK 1 = 12'

4 - 63' R 0'' RX01-25072 Main 303 NOT APPL RAILROAD

13' - 193631.82'

IN FLINT(.2MIS OF COURT)GTW RR M-54 3 = 104'


14' - 192935.43'

IN FLINT(3.4MI N OF COURTCSX RR M-54 3 = 135'

C01-25073 Main 119 NOT APPL H15 192665.16'4 -1.6MI.S.OF M-57(PINE RUN)

M-54 LEWIS BOUTELL DR. 1 = 12'


2.1 MI E OF SHIAWASSEE COM-21 MISTEQUAY CR 1 = 45'

B02-25081 Main 111 BITUMINOUS HS20/1963 191862.34'4 -

IN FLINTM-21 SWARTZ CR 1 = 80'

C01-25081 Main 119 NOT APPL HS20+Mod 199954'4 -6.4MI.E.OF SHIAWASSEE CO.

M-21 MUD CREEK 1 = 10'


IN FLINTM-21 CSX RR 3 = 72'


I-69 WB KEARSLEY CR 1 = 83'


I-69 EB KEARSLEY CR 1 = 83'

C01-25084 Main 119 NOT APPL HS20+Mod 1971418.96'8 -0.2MI.W.OF DORT HWY

I-69 ROBINSON DRAIN 1 = 14'

- 80 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C02-25084 Main 119 NOT APPL HS20+Mod 1971229.33'6 -0.1MI.E.OF GENESEE RD.

I-69 GILKEY DRAIN 1 = 10'

C03-25084 Main 119 NOT APPL HS20+Mod 1971218.83'4 -0.6MI.W.OF WASHBURN RD.

I-69 BIG SWAMP DRAIN 2 = 16'


15' -6'' L 19719.19'

Appr 2012.3 MI E OF FLINTPED @ ADAMS AVE I-69 14 = 454'

R01-25084 Main 382 MONO CONC HS20 1971140.42'8 -IN FLINT

I-69 GTW RR 3 = 364'

R02-25084 Main 332 MONO CONC HS20 1971128.28'7 -IN FLINT

I-69 CSX RR 3 = 153'

R02-25084-8 Main 332 MONO CONC HS20 197126.9'1 -IN FLINT

I-69 RAMP D CSX RR 3 = 155'


15' -2'' L 197066.27'4 -

IN FLINTLAPEER RD I-69 4 = 458'


15' -11'' L 1971134.84'8 -

IN FLINTI-69 M-54 (DORT HWY) 4 = 172'

4 - 70.9' R 6'' RS04-25084-3 Main 332 MONO CONC 15' - HS20

15' -0'' L 197164.3'4 -

IN FLINTI-69 EB AVERILL AVE 3 = 135'

4 - 70.9' R 6'' RS04-25084-4 Main 332 MONO CONC 15' - HS20

15' -0'' L 197154.13'3 -

IN FLINTI-69 WB AVERILL AVE 3 = 135'


15' -7'' L 197160.04'4 -

IN FLINTI-69 EB CENTER RD 4 = 146'


15' -7'' L 197160.04'4 -

IN FLINTI-69 WB CENTER RD 4 = 146'


15' - 197155.12'3 -

1.0 MI E OF FLINTI-69 EB GENESEE RD 3 = 174'


14' -6'' L 197179.72'4 -

2.0 MI E OF FLINTBELSAY RD I-69 2 = 256'


14' -0'' L 197062.34'4 -

4.0 MI E OF FLINTI-69 WB IRISH RD 4 = 176'


14' -7'' L 197046.26'2 -

3.2 MI E OF FLINTLAPEER RD I-69 5 = 600'

- 81 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' -1'' L 197050.2'3 -

6.0 MI E OF FLINTI-69 EB M-15 2 = 163'


17' -10'' L 197136.42'2 -

2.0 MI W OF LAPEER COOAK RD I-69 2 = 264'


15' -2'' L 197050.2'3 -

6.0 MI E OF FLINTI-69 WB M-15 2 = 163'

2 - 84' R 6'' RS13-25084 Main 332 MONO CONC 14' - HS20

14' -6'' L 197155.12'3 -

1.0 MI E OF FLINTI-69 WB GENESEE RD 3 = 174'


15' - 197062.34'4 -

4.0 MI E OF FLINTI-69 EB IRISH RD 4 = 176'

C01-25085 Main 119 NOT APPL HS20+Mod 1970180.45'6 -0.4MI.W.OF HAMMERBERG RD.

I-69 CARMEN CREEK 2 = 20'


16' -8'' L 197011.48'

IN FLINTPED X-OVER@PARK DR I-69 8 = 338'

2 - 75.8' R 8'' RR01-25085 Main 382 MONO CONC 22' - HS20

22' -7'' L 1970145.67'8 -

IN FLINTI-69 WB & EB CSX RR,FENTON,THREAD(ABN 6 = 492'


16' -5'' L 197060.04'4 -

IN FLINTI-69 EB HAMMERBURG DR 4 = 182'


14' -9'' L 197060.04'4 -

IN FLINTI-69 WB HAMMERBURG DR 4 = 182'


14' -5'' L 197062.34'4 -

IN FLINTGRAND TRAVERSE ST I-69 2 = 175'


14' -7'' L 197062.34'4 -

IN FLINTCHURCH ST I-69 2 = 181'


14' -8'' L 197062.34'4 -

IN FLINTBEACH ST M-56 EB I-69 2 = 207'


15' -8'' L 197073.16'4 -

IN FLINTM-54BR M-56 WB I-69 2 = 274'

B01-25091 Main 119 BITUMINOUS HS25 199953.81'2 -2.7 MI NE OF OAKLAND CO L

M-15 KEARSLEY CR 1 = 28'

C01-25091 Main 119 NOT APPL H20 193051.51'2 -0.9MI.N.OF OAKLAND CO.LIN

M-15 PADDISON CO.DRAIN 1 = 10'

- 82 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C02-25091 Main 119 NOT APPL H20 193046.26'2 -6.5MI.N.OF OAKLAND CO.LIN

M-15 COMMINGS DRAIN 1 = 10'

C03-25091 Main 119 NOT APPL H20 193066.27'5 -300 BLK STATE ST.IN DAVIS



1.2 MI N OF RICHFIELD CENM-15 FLINT R 2 = 110'

B02-25092 Main 505 NOT APPL HS25 199747.24'2 -1.4MI.N.OF M-57

M-15 BUTTERNUT CREEK 1 = 38'

C01-25092 Main 119 NOT APPL H15 193050.85'2 -2.0MI.N.OF DAVISON

M-15 CULLEN CO.DRAIN 1 = 10'

C02-25092 Main 119 NOT APPL H15 193048.88'2 -1.5MI.S.OF RICHFIELD

M-15 BIRD CO. DRAIN 1 = 13'

C03-25092 Main 119 NOT APPL H15 193047.9'2 -N.LIMITS OF RICHFIELD

M-15 CLARK CO.DRAIN 1 = 12'

B01-25101 Main 632 MONO CONC H15/1992 192646.92'2 -

1.0 MI E OF MONTROSEM-57 FLINT R 5 = 352'

B02-25101 Main 532 BITUMINOUS H20 196646.26'2 -1.9 MI E OF MONTROSE

M-57 BRENT RUN CR 3 = 118'


IN CLIOM-57 PINE RUN CR 1 = 30'

C01-25101 Main 119 NOT APPL HS20+Mod 196916.99'4 -W.OF M-54 IN CLIO

M-57 PINE RUN CREEK 2 = 16'


458 FT W OF LINDEN RDM-57 (VIENNA RD) PARKER CREEK 1 = 10'

C03-25101 Main 119 NOT APPL HS20/1998 1958117.45'2 -

VIENNA TWP. SEC. 17 & 20M-57 (VIENNA RD.) PARKER CREEK 1 = 10'

C01-25102 Main 119 BITUMINOUS H15 199595.8'2 -2.55 MI W OF M-15

M-57 AVERIL DRAIN 1 = 11'


1.8 MI NW OF OAKLAND CO LI-75 NB CSX RR 3 = 232'


1.8 MI NW OF OAKLAND CO LI-75 SB CSX RR 3 = 232'

- 83 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' - /19801'' L 196236.75'2 -

@ OAKLAND CO LINESB M-54 I-75 4 = 309'


16' - /1980 196232.81'2 -

1.2 MI NW OF OAKLAND CO LBALDWIN RD I-75 4 = 292'


15' - /19966'' L 196283.33'4 -

2.2 MI NW OF OAKLAND CO LHOLLY RD I-75 4 = 290'


14' - 196255.45'3 -

3.0 MI NW OF OAKLAND CO LI-75 SB COOK RD 3 = 121'


14' - /1985 196265.94'4 -

3.0 MI NW OF OAKLAND CO LI-75 NB COOK RD 3 = 118'


16' - /19805'' L 196254.79'4 -

3.0 MI SE OF US-23GRAND BLANC RD I-75 4 = 312'


16' - /19802'' L 196255.12'4 -

2.4 MI SE OF US-23FENTON RD I-75 4 = 300'


16' - /19800'' L 196255.12'4 -

1.2 MI SE OF US-23HILL RD I-75 4 = 287'


15' - /1980 196236.42'2 -

1.6 MI SE OF M-121I-75 SB US-23 NB 3 = 243'


16' - 198559.06'3 -

2.0 MI SW OF GRAND BLANCM-54 (DORT HWY) I-75 S B 3 = 176'


16' - 198559.06'3 -

2.0 MI SW OF GRAND BLANCM-54 (DORT HWY) I-75 NB 3 = 187'

B01-25132 Main 332 MONO CONC HS20+Mod 1971128.94'7 -IN FLINT

I-475 THREAD CREEK 1 = 40'


14' - 1976124.67'6 -

FLINTI-475 FLINT R.,W.BLVD&R.SIDE D 6 = 530'

C01-25132 Main 119 NOT APPL HS20+Mod 1972262.47'4 -0.1MI.S.OF MAPLE RD.

I-475 GIBSON DRAIN 1 = 10'

C02-25132 Main 119 NOT APPL HS20+Mod 197335.76'4 -0.2MI.E.OF CLIO RD.

I-475 LAKE DRAIN 2 = 22'

C03-25132 Main 119 NOT APPL HS20 197612 -S.OF STEVER RD.

I-475 GILKEY CREEK 1 = 23'

- 84 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


13 - 89.2' L 70.2' R 9'' RP01-25132 Main 332 MONO CONC PEDESTRIAN

16' - 19768.86'

Appr 101IN FLINTAVON ST WALKOVER I-475 24 = 336'


16' - 19779.51'

Appr 201IN CITY OF FLINTGEORGE ST. PED. X I-475 22 = 519'


15' - 19718.86'

Appr 1010.3 MI W OF M-54BRHARVARD ST WALKOVR I-475 12 = 313'


15' - 19718.86'

Appr 101IN FLINTLINDSAY BLVD PEDX I-475 16 = 405'


21' - 1971136.15'8 -

IN FLINTI-475 CSX RR & NB SERV RD(ABN) 4 = 357'

7 - 64' L 68.9' R 10'' RR02-25132-7 Main 432 MONO CONC HS20

14' - 197041.01'3 -

IN FLINTGTW RR SERV RD I-475 2 = 153'

R03-25132 Main 382 LATEX CONC HS25 1976132.55'6 -IN CITY OF FLINT

I-475 CSX RR 3 = 347'


15' - 197143.64'2 -

4.5 MI S OF FLINTI-475 SB I-75 NB 3 = 188'


16' -11'' L 1971102.36'6 -

2.5 MI S OF FLINT CITY LTHILL RD I-475 2 = 230'


15' - 197142.98'2 -

1.5 MI S OF FLINTI-475 SB MAPLE RD 3 = 128'


14' - 197176.12'4 -

.5 MI S OF FLINTBRISTOL RD(OLDM121 I-475 2 = 140'


15' - 197166.27'4 -

@ S FLINT CITY LTSHEMPHILL RD I-475 2 = 140'


14' - 1971121.72'6 -

IN FLINTI-475 ATHERTON RD 3 = 121'


15' - 1971121.72'4 -

IN FLINTI-475 M-54 BR (SAGINAW ST) 3 = 165'


15' - 197066.27'4 -

IN FLINT12TH ST RELOC I-475 2 = 237'


15' -9'' L 197066.93'3 -

IN FLINT LVL 2I-69 EB I-475 & I-475 RAMPS 2 = 190'

- 85 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - 197068.57'3 -

IN FLINT LVL 2I-69 WB I-475 & I-475 RAMPS 2 = 191'


14' - 197028.22'1 -

IN FLINTI-475 RAMP E I-475,M-21,UND I-475RAMP 4 = 452'


14' - 197028.22'1 -

IN FLINTI-475 RAMP F I-475,I-69 UND I-475RAMP 4 = 452'


14' - 197055.12'4 -

IN FLINTI-475 RAMPS G & H I-475RAMPS E&F,M-78,&I47 4 = 581'


14' - 197038.39'2 -

IN FLINTI-69 ON RMP&(9TH ) I-69 & I-475 RAMP A 1 = 133'

2 - 52.8' L 9'' RS12-25132 Main 382 MONO CONC 14' - HS20

14' -9'' L 197050.2'3 -

IN FLINT8TH ST SERVICE RD I-475 RAMP D 1 = 105'


14' - 197038.39'2 -

IN FLINTS B SERVICE RD RAMP D I-69&I475 INTERCH 1 = 128'


14' - 197050.2'3 -

IN FLINTI-69 W T I-475N RM I-475S ON RMP C 1 = 137'


15' - 197066.27'4 -

IN FLINTFIFTH ST. I-475 & RAMPS C&D 2 = 223'


14' - 197066.27'4 -

IN FLINTCOURT ST - WB I-475 2 = 174'


14' - 197644.29'2 -

IN FLINTTHIRD ST I-475 2 = 162'


15' - 197654.13'3 -

IN FLINTSECOND ST I-475 2 = 165'


15' - 197678.41'4 -

IN FLINTKEARSLEY ST I-475 2 = 259'


14' - 197666.27'4 -

IN FLINTE BD LONGWAY BLVD I-475 2 = 196'


14' - 197666.27'4 -

IN FLINTW BD LONGWAY BLVD I-475 2 = 168'


14' - 1976169.95'4 -

IN FLINTI-475 AND RAMP B S.BD SERVICE ROAD 3 = 169'

- 86 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

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14' - 1976124.67'6 -

IN FLINTI-475 STEVER - BROADWAY AVES 7 = 440'


14' - 1977123.69'6 -

IN CITY OF FLINTI-475 LEITH STREET 3 = 158'


14' - 1978123.69'6 -

IN FLINTI-475 STEWART AVE 3 = 154'


14' - 1978155.84'8 -

IN FLINTI-475 RAMP C I-475 3 = 152'


15' - 1977123.69'6 -

IN FLINTI-475 HORTON AVE 3 = 134'

7 - 70.5' L 64' R 6'' RS29-25132 Main 332 LATEX CONC HS20

14' - 197878.41'5 -

AT N LIMITS OF FLINTCARPENTER ROAD I-475 2 = 159'


14' - 197741.99'2 -

NORTH OF CITY OF FLINTSELBY STREET I-475 2 = 251'


14' - 197765.94'4 -

1 MI N OF FLINT CITY LTSCOLDWATER ROAD I-475 2 = 145'


14' -9'' L 1977115.81'6 -

IN CITY OF FLINT (NORTH)I-475 SAGINAW STREET 4 = 173'


16' - 197151.51'3 -

1.5 MI E OF N JCT I-75I-475 SB CLIO RD 4 = 167'

4 - 42' L 89.9' R 11'' RS35-25132 Main 382 MONO CONC HS20

14' - 197143.64'2 -

N JCT I-75I-475 RMP TO I-75 I-475RAMP B & I-75 4 = 394'


14' - 197743.96'2 -

1.2 M N OF FLINT CITY LTSTERRY STREET I-475 2 = 152'


14' - 197142.98'2 -

1.5 MI S OF FLINTI-475 NB MAPLE RD 3 = 127'


14' - 197199.74'4 -

3.0 MI E OF N JCT I-75I-475 DETROIT ST 3 = 112'

4 - 82' L 82' R 6'' RS39-25132 Main 482 LATEX CONC HS20

14' - 197140.35'2 -

0.6 MI E OF N JCT I-75JENNINGS RD I-475 2 = 231'


14' - 197123.62'1 -

@ S FLINT CITY LTSLEFT TURN LANE NO1 I-475 2 = 140'

- 87 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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14' - 197123.62'1 -

AT S LIMITS OF FLINTLEFT TURN LANE NO2 I-475 2 = 140'


14' - 1971121.72'6 -

IN FLINTI-475 LEFT TURN LANE NO 3 3 = 99'


15' - 197151.51'3 -

1.5 MI E OF N JCT I-75I-475 WB CLIO RD 4 = 167'


16' - /19993'' L 197143.64'2 -

N JCT I-75I-475 RAMP B I-75 NB & SB 4 = 402'


14' - 197726.57'1 -

IN FLINTI-475 RAMP HORTON AVE 3 = 180'


14' - 197726.57'1 -

IN FLINTI-475 RAMP B I-475 2 = 159'


15' - 197726.57'1 -

IN FLINTI-475 OFF TO SELBY SELBY TO I-475 SB ON RP 3 = 355'


14' - 197726.57'1 -

IN FLINTRAMP E (I-475) RAMP F I-475 1 = 121'


14' - 197743.96'2 -

NORTH OF FLINTCORNELL AVE I-475 2 = 149'


14' - 1978123.69'6 -

IN FLINTI-475 MASSACHUSETTS AVE. 3 = 114'

6 - 66.9' L 64' R 10'' RS51-25132 Main 332 LATEX CONC H20

14' - 197741.99'2 -

IN FLINTRUSSELL AVE I-475 2 = 157'


17' - 197137.07'2 -

IN FLINT14TH ST I-475 2 = 165'

6 - 64' L 68.9' R 10'' RX02-25132 Main 352 NOT APPL RAILROAD

14' - 1970112.86'

IN FLINTGTW RR I-475 2 = 153'

4 - 32.2' L 32.2' R 1'' RX03-25132 Main 402 NOT APPL RAILROAD

15' - 197696.78'

IN FLINTC&O RR PIERSON RD 2 = 85'

Gladwin**************B01-26011 Main 302 LATEX CONC H20 193950.2'2 -

IN BEAVERTONM-18 TOBACCO R 6 = 285'

- 88 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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3.6 MI SW OF GLADWINM-18 FARM DRAIN 1 = 24'

B03-26011 Main 505 MONO CONC HS25 200181.69'4 -IN GLADWIN

M-18 CEDAR CR 2 = 111'

C01-26011 Main 119 NOT APPL H20 193741.99'2 -2.2MI.N.OF MIDLAND CO.LIN

M-18 BEAR CREEK 1 = 17'

C02-26011 Main 119 NOT APPL HS20+Mod 194854.79'2 -2.5 MI.N.OF BEAVERTON HOT

M-18 DOANE CREEK 1 = 10'

C03-26011 Main 119 NOT APPL HS20+Mod 194061.35'2 -1.3MI.S.OF M-61

M-18 LUCAS DRAIN 1 = 12'

B01-26012 Main 104 BITUMINOUS H15 192334.12'2 -2.2 MI SE OF OBERLIN

M-18 S BR LITTLE SUGAR R 1 = 27'

B02-26012 Main 505 BITUMINOUS HS20 197642.32'2 -1.6 MI SE OF SKEELS

M-18 N BR CEDAR R 1 = 48'

C01-26021 Main 119 NOT APPL HS20+Mod 194178.74'2 -3.5MI.W.OF GLADWIN

M-61 HOWLAND CREEK 2 = 18'


M-61 TITTABAWASSEE R 4 = 276'


M-61 MOLASSES R 1 = 89'

C01-26022 Main 119 NOT APPL H15 1931126.97'2 -8.0MI.W.OF BAY CO.LINE



M-61 FISH CREEK 1 = 16'


M-61 BRANCH.LITTLE MOLASSES R 1 = 12'


M-61 BRANCH MOLASSES RIV. 1 = 10'

C05-26022 Main 119 NOT APPL H15 193140.35'2 -0.6MI. W.OF BAY CO.LINE

M-61 MOLASSES RIVER 1 = 16'


0.3 MI N OF MIDLAND COLM-30 TOBACCO R 1 = 60'

- 89 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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B02-26031 Main 505 MONO CONC HS20 197751.51'2 -IN WINEGARS

M-30 LARABEE CR 1 = 33'

C01-26031 Main 101 NOT APPL 19602 -M-61 & M-30 S OF INT 400'

M-30 NO NAME 1 = 12'


M-30 LITTLE TOBACCO R 3 = 180'


M-30 SUGAR R 3 = 155'

B03-26032 Main 104 BITUMINOUS HS20 195459.71'2 -8.2 MI N OF M-61

M-30 W BR TITTABAWASSEE R 1 = 40'


1.5 MI SW&W OF OGEMAW COLM-30 TITTABAWASSEE RIVER 1 = 60'

C01-26032 Main 319 NOT APPL HS20+Mod 195462.01'2 -7.1MI N.OF M-61

M-30 BR.OF TITTABAWASSEE RIV. 2 = 26'

Gogebic**************B01-27011 Main 332 LATEX CONC HS20 196468.24'4 -

IN IRONWOODUS-2BR MONTREAL R 1 = 52'

B01-27021 Main 432 LATEX CONC HS20 196142.32'2 -IN IRONWOOD

US-2 WB MONTREAL R 3 = 125'

B02-27021 Main 332 LATEX CONC HS20 196283.33'4 -W LTS OF BESSEMER

US-2 POWDER MILL CR 1 = 40'


2.0 MI E OF BESSEMER US-2 BLACK R 3 = 180'


1.75 MI W OF WAKEFIELD US-2 DIVERSION DITCH 1 = 35'


IN WAKEFIELD US-2 SUNDAY LAKE OUTLET 1 = 30'


IN WAKEFIELD US-2 LITTLE BLACK R 1 = 40'

B07-27021 Main 432 LATEX CONC HS20 196147.24'2 -IN IRONWOOD

US-2 EB MONTREAL R 3 = 125'

- 90 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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C01-27021 Main 119 NOT APPL HS20+Mod 1964100.72'4 -3.2 MI W OF BESSEMER

US-2 SEIMANS CR 2 = 19'

C02-27021 Main 119 NOT APPL HS20+Mod 1964136.81'4 -1.6MI W OF BESSEMER

US-2 NO NAME 1 = 10'

B01-27022 Main 219 BITUMINOUS H15 1936139.76'2 -1.4 MI SE OF WAKEFIELD

US-2 JACKSON CR BURIED 3 = 36'

B02-27022 Main 104 BITUMINOUS H15 193638.06'2 -4.4 MI NW OF M-64

US-2 LITTLE PRESQUE ISLE 1 = 31'


US-2 BIG PRESQUE ISLE R 2 = 100'


US-2 SLATE R BURIED 1 = 31'


US-2 TENDERFOOT CR 3 = 123'


US-2 BR ONTONAGON R CISCO 3 = 166'

B04-27023 Main 332 MONO CONC HS20 196447.24'2 -6.2 MI W OF US-45

US-2 MIDDLE BR ONTONAGON 3 = 150'

C01-27023 Main 119 NOT APPL HS20+Mod 19002 -4.3MI W OF GOGEBIC STA.

US-2 PELTON CR 1 = 16'

C03-27023 Main 119 NOT APPL HS20+Mod 196493.83'2 -2.6MI SE OF GOGEBIC STA.

US-2 GROESBECK CR 2 = 20'

V01-27023 Main 119 NOT APPL HS20 20002 -.5 MI E/THAYER NORTH RD

US-2 SNOWMOBILE TRAIL 1 = 12'

B01-27024 Main 219 BITUMINOUS H15 193865.94'2 -5.0 MI SE OF US-45

US-2 CEDAR CR BURIED 2 = 23'

B02-27024 Main 302 BITUMINOUS H20 193940.35'2 -0.2 MI W OF IRON CO LINE

US-2 S BR PAINT R 3 = 126'

R01-27024 Main 532 MONO CONC HS25 199946.26'2 -0.3 MI E OF US-45

US-2 C&NW RR & DUCK CR. (ABN) 2 = 225'

B01-27031 Main 125 BITUMINOUS H15 192826.57'2 -3.2 MI S OF MARENISCO

M-64 WBR BIG PRESQUE IS R 1 = 60'

- 91 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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C01-27032 Main 119 NOT APPL HS20+Mod 190031.82'2 -4.6MI N OF E JCT US-2

M-64 MARSHALL CR 1 = 16'

B01-27041 Main 302 BITUMINOUS H15 193237.4'2 -4.6 MI NE OF WAKEFIELD

M-28 JACKSON CR 1 = 40'

B02-27041 Main 104 MONO CONC HS20 195945.28'2 -0.4 MI E OF TULA

M-28 TULA CR 1 = 26'

B03-27041 Main 302 INTEG CONC H15 193433.46'2 -1.6 MI W OF ONTONAGON LN

M-28 PRESQUE ISLE R 4 = 240'

B04-27041 Main 104 BITUMINOUS HS20 195743.31'2 -1.0 MI W OF ONTONAGON LN

M-28 MUD CR 1 = 30'

B01-27051 Main 302 BITUMINOUS HS20 194843.31'2 -1.5 MI S OF WATERSMEET

US-45 DUCK CR 1 = 45'

B02-27051 Main 104 BITUMINOUS HS20 195343.31'2 -0.5 MI N OF WATERSMEET

US-45 BR ONTONAGON R 1 = 40'

C01-27051 Main 119 NOT APPL HS20+Mod 190052.49'2 -2.3MI N OF WISC. ST LINE

US-45 SPRING CR 1 = 10'

Grand Traverse**************B01-28011 Main 505 MONO CONC HS25

/1992 192751.18'2 -

1.6 MI E OF BENZIE CO LINUS-31 CEDAR HEDGE CR 1 = 36'


0.9 MI E OF M-137 US-31 TONAWANDA CR 1 = 36'

C01-28012 Main 119 NOT APPL HS20+Mod 19004 -0.2MI S OF CITY LTS(MEIJ)

US-31,M-37 KIDS CREEK 2 = 20'

B01-28013 Main 382 MONO CONC HS20 195176.77'4 -IN TRAVERSE CITY

US-31 BOARDMAN RIVER 1 = 78'


Appr 505IN ACMEUS-31 ACME CR 1 = 24'

C01-28013 Main 119 NOT APPL HS20+Mod 190060.7'4 -AT 3MILE RD(E OF TR CITY)

US-31,M-72 MITCHELL CR 2 = 20'

5 - 61' R 2'' RP01-28013 Main 302 MONO CONC 15' - PEDESTRIAN

15' -6'' L 19667.55'

Appr 300TRAVERSE CITY STATE PARKPED @ TRAVERSE CSP US-31 5 = 158'

- 92 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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C01-28031 Main 119 NOT APPL HS20+Mod 19002 -4.3MI S OF M-31

M-137 DUCK LAKE DRAIN 1 = 16'

C01-28042 Main 319 NOT APPL HS20+Mod 19002 -0.5MI E OF ACME

M-72 ACME CREEK 1 = 10'


0.5 MI S OF US-31 M-37 MDOT RR 3 = 224'


15' -11'' L 193913.78'

0.8 MI S OF M-186 MDOT RR US-131 3 = 121'

Gratiot**************B01-29011-1 Main 532 MONO CONC HS25 198846.59'2 -

1.5 MI N OF CLINTON CO LIUS-27 NB MAPLE RIVER 2 = 130'

B01-29011-2 Main 332 MONO CONC HS20 195535.43'2 - 1.5 MI N OF CLINTON CO LI

US-27SB MAPLE RIVER 2 = 129'

B02-29011-1 Main 505 MONO CONC HS25 198746.92'2 -5.3 MI SE OF ITHACA

US-27NB N BR BAD RIVER 1 = 38'

B02-29011-2 Main 104 MONO CONC HS20+Mod 195747.57'2 -5.3 MI SE OF ITHACA

US-27 SB N BR BAD RIVER 1 = 39'

B03-29011-1 Main 332 LATEX CONC HS20 196146.92'2 - 0.5 MI W OF ST LOUIS

US-27 NB PINE RIVER 3 = 152'

B03-29011-2 Main 332 MONO CONC HS20 196146.92'2 - 0.5 MI W OF ST LOUIS

US-27 SB PINE RIVER 3 = 152'

C01-29011 Main 119 NOT APPL HS20+Mod 1931127.95'4 -2.0 MI N OF CLINTON COL

US-27 MAPLE R MARSH DR 1 = 16'


US-27 HUDSON-FOSTER DRAIN 1 = 12'


6.2 MI N OF CLINTON COLUS-27 CO. DRAIN #249 1 = 16'


US-27 WOLF & BEAR CREEK 1 = 13'

C06-29011 Main 119 NOT APPL HS20+Mod 1900151.25'4 -1.2 MI N OF PIERCE RD

US-27 CO. DRAIN #132 1 = 12'

- 93 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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R01-29011-1 Main 332 LATEX CONC HS20 195947.9'2 -0.5 MI E OF ITHACA

US-27 NB MDOT RR 3 = 167'

R01-29011-2 Main 332 LATEX CONC HS20 195957.74'3 -0.5 MI E OF ITHACA

US-27 SB MDOT RR 3 = 167'

R02-29011-1 Main 332 MONO CONC HS20 196046.92'2 -0.5 MI S OF ST LOUIS

US-27 NB MID MICH RR 3 = 140'

R02-29011-2 Main 332 MONO CONC HS20 196046.92'2 -0.5 MI S OF ST LOUIS

US-27 SB MID MICH RR 3 = 140'


16' - 195947.24'2 -

1.0 MI E OF ITHACAUS-27 NB US-27BR 3 = 134'


1.0 MI E OF ITHACAUS-27 SB US-27BR 3 = 134'

2 - 39.7' RS02-29011 Main 532 MONO CONC 14' - HS2011'' L 196146.92'2 -

2.0 MI N OF ITHACAUS-27 SB US-27BR(POLK RD) 3 = 114'


15' - 196146.92'2 -

2.0 MI N OF ITHACAUS-27 NB US-27BR(POLK RD) 3 = 114'


16' - 196157.09'3 -

2.0 MI S OF ST LOUISUS-27 NB US-27BR 3 = 143'


2.0 MI S OF ST LOUISUS-27 SB US-27BR 3 = 144'


14' - 196146.92'2 -

1.5 MI S OF ST LOUISUS-27 NB US-27BR 3 = 158'


1.5 MI S OF ST LOUISUS-27 SB US-27BR 3 = 158'


17' - 196146.92'2 -

NE LTS OF ALMAUS-27 NB MICHIGAN AVE 3 = 147'


NE LTS OF ALMAUS-27 SB MICHIGAN AVE 3 = 147'


15' -5'' L 196134.78'2 -

0.6 MI N OF ALMA CITY LMTBEGOLE RD US-27 4 = 228'


14' -4'' L 196148.88'2 -

M 46 & N JCT US 27 BRM-46 & US 27BR US-27 4 = 365'

- 94 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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2.5 MI N OF ITHACATYLER RD US-27 SB 3 = 126'


5.0 MI N OF ITHACAVAN BUREN RD US-27 SB 3 = 126'


14' -3'' L 196531.17'2 -

@ N ITHACA CITY LTSST CHARLES RD US-27 4 = 231'


14' -8'' L 196431.17'2 -

2.5 MI N OF ITHACATYLER RD US-27 NB 3 = 126'


14' - 196531.17'2 -

5.0 MI N OF ITHACAVAN BUREN RD US-27 NB 3 = 125'

6 - -3.3' L -3.3' R 5'' RS14-29011 Main 506 MONO CONC 17' - HS25

17' -5'' L 200058.73'2 -

WASHINGTON TWP SEC 8 & 17M-57 US-27 4 = 319'

B01-29012 Main 104 BITUMINOUS H15 193038.06'2 -2.3 MI W OF ST LOUIS

M-46 LITTLE SALT CR 1 = 23'


IN ST LOUISM-46 PINE RIVER 2 = 90'


14' -5'' L 196136.75'2 -

US 27 BRUS-27 BR US-27 4 = 277'


14' -9'' L 196431.17'2 -

2.0 MI S OF ISABELLA CO LJEFFERSON RD US-27 4 = 208'

B01-29021 Main 302 BITUMINOUS HS25 200040.35'2 -5.8 MI W OF US 27

M-57 PINE CRK 1 = 92'

C01-29021 Main 119 NOT APPL HS20+Mod 196464.96'2 - 0.1 MI E OF FERRIS RD

M-57 MCQUAY CO DRAIN 1 = 10'

C02-29021 Main 119 NOT APPL HS20+Mod 196463.98'2 - 0.1 MI W OF DUFFIELD RD

M-57 SMITH & HELWIG CO DRAIN 1 = 10'


0.3 MI E OF JEROME RDM-57 BRADLO DR 1 = 12'

B01-29022 Main 302 BITUMINOUS H20 194145.6'2 -3.5 MI E OF US 27

M-57 BEAR CRK 1 = 45'

B02-29022 Main 302 LATEX CONC H20 193940.35'2 -1.0 MI SE OF ASHLEY


- 95 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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C01-29022 Main 119 NOT APPL HS20+Mod 190063.32'2 -5.7 MI W OF SAGINAW COL

M-57 J. PACKER DR 1 = 10'

C02-29022 Main 119 NOT APPL HS20+Mod 193944.95'2 -0.8 MI W OF SAGINAW COL

M-57 DEACON & STONE DR 2 = 10'

C03-29022 Main 119 NOT APPL HS20+Mod 190066.93'2 -1.8 MI E OF US-27

M-57 BOYCE DR 1 = 10'

C04-29022 Main 119 NOT APPL HS20+Mod 190051.84'2 -1.2 MI E OF US-27

M-57 COOK & DUNCAN DR 1 = 10'


IN CITY OF ALMAUS-27BR PINE RIVER 3 = 94'

C02-29031 Main 119 NOT APPL HS20+Mod 197535.76'2 - 0.8 MI W OF US-27

US-27BR BEATTIE & GAFF DR 1 = 16'


0.6 MI E OF COUNTY LINEM-46 PINE R 1 = 70'

B02-29041 Main 104 BITUMINOUS H15 193738.06'2 - 2.1 MI W OF US 27

M-46 WBR PINE R 1 = 23'

C01-29041 Main 119 NOT APPL HS20+Mod 190092.85'2 -AT PINGREE RD

M-46 SEVILLE SUMNER DR 1 = 18'

B01-29042 Main 505 BITUMINOUS HS20 196036.75'2 -3.5 MI E OF ST LOUIS

M-46 BUSH CRK 1 = 40'

C01-29042 Main 119 NOT APPL HS20+Mod 190037.73'2 -2.2 MI E OF ST LOUIS

M-46 PARTELLO DR 1 = 14'

C02-29042 Main 119 NOT APPL HS20+Mod 190037.73'2 -2.0 MI W OF BRECKENRIDGE

M-46 ROOKS DR 1 = 10'

Hillsdale**************B01-30011 Main 505 BITUMINOUS HS25 198546.59'2 -

NE LIMITS OF CAMDENM-49 ST. JOSEPH RIVER 1 = 76'

C01-30011 Main 119 NOT APPL HS20+Mod 194054.79'2 -0.4 MI N OF OHIO ST LINE

M-49 MILL STREAM 1 = 16'


M-49 MILL STREAM 1 = 12'

- 96 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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***********************************************************************************************************************************************************************************************************************************************************


B01-30012 Main 332 MONO CONC HS20 194938.39'2 -IN LITCHFIELD

M-49 ST JOSEPH RIVER 1 = 65'

C01-30012 Main 104 BITUMINOUS HS20+Mod 190041.99'2 -3.1 M S OF LITCHFIELD


C02-30012 Main 362 BITUMINOUS HS20+Mod 19002 -3.0 MI S OF LITCHFIELD

M-49 BR SAND CREEK 1 = 11'

C01-30031 Main 119 NOT APPL HS20+Mod 190041.99'2 -0.2 MI S OF MONTGOMERY RD

M-99 RANSON CREEK 1 = 12'

C01-30041 Main 119 NOT APPL HS20+Mod 190048.23'2 -0.3 MI E OF M99/M34

M-34 DEER LAKE INLET 1 = 10'

C02-30041 Main 119 NOT APPL HS20+Mod 190041.99'2 -1.8 MI W OF M-99/M-34 JCT

M-99 BR CHILDS DRAIN 1 = 12'

B01-30061 Main 505 MONO CONC HS25 199984.65'4 -IN JONESVILLE

US-12 ST JOSEPH RIVER 1 = 46'

C01-30061 Main 119 NOT APPL HS20+Mod 190043.96'2 -1.6 M E OF ALLEN

US-12 SAND CREEK 1 = 16'

C01-30062 Main 119 NOT APPL HS20+Mod 199761.02'2 -IN MOSCOW

US-12 KALAMAZOO RIVER 1 = 16'

C02-30062 Main 119 NOT APPL HS20+Mod 190053.48'2 -IN SOMERSET CENTER

US-12 GOOSE CREEK 1 = 13'

B01-30071 Main 302 MONO CONC HS20 194843.31'2 -2.3 MI N OF OHIO STATE LI

US-127 BLANCHARD DRAIN 1 = 35'

B02-30071 Main 119 BITUMINOUS HS25 194685.96'2 -4.8 MI N OF OHIO LINE

US-127 LIME CR 1 = 24'

B03-30071 Main 302 LATEX CONC HS20 194743.64'2 -2.4 MI SW OF HUDSON

US-127 BEAN CR 3 = 120'

B04-30071 Main 302 MONO CONC HS20 194743.64'2 -1.7 MI SW OF HUDSON

US-127 BEAN CR 3 = 113'

B05-30071 Main 532 MONO CONC HS20 199151.18'2 -2.5 MI NW OF HUDSON

US-127 BEECHER CR 1 = 31'

C01-30071 Main 119 NOT APPL HS20+Mod 190043.96'2 -1.4 MILES NORTH OF M-34

US-127 BR BEAN CREEK 1 = 10'

- 97 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


Houghton**************C01-31011 Main 119 NOT APPL HS20+Mod 19492 -

0.7MI NE OF ONTONAGON COLM-26 SLEEPY RIVER 1 = 12'

C02-31011 Main 119 NOT APPL HS20+Mod 190055.45'2 -0.2 MI SW OF LAKE ROLAND

M-26 MISERY RIVER 1 = 12'

C03-31011 Main 119 NOT APPL HS20+Mod 190068.9'2 -2.2MI NE OF LAKE ROLAND

M-26 LAKE GERALD OUTLET 1 = 12'

2 - 87.9' R 2'' RB01-31012 Main 315 MONO CONC 14' - HS20

14' -2'' L 196057.74'4 -

Appr 403HOUGHTON HANCOCK US-41 & WCLRR(ABN) PORTAGE LAKE & M26 11 = 1310'

C02-31012 Main 119 NOT APPL HS20+Mod 1900195.87'2 -CALVERLEY ST IN HOUGHTON

M-26 HURON CR 2 = 12'

C01-31013 Main 119 NOT APPL HS20+Mod 190045.28'2 -4.8MI NE OF HANCOCK PO

M-26 BR GOOSENECK CR 1 = 10'

C02-31013 Main 119 NOT APPL HS20+Mod 190048.88'2 -4.9MI NE OF HANCOCK PO

M-26 GOOSENECK CR 1 = 10'

C03-31013 Main 119 NOT APPL HS20+Mod 190049.21'2 -4.1MI SW OF LAKE LINDEN

M-26 QUINCY CR 1 = 10'


M-26 DOVER CR 1 = 10'


M-26 HUNGARIAN CR 1 = 12'

C06-31013 Main 119 NOT APPL HS20+Mod 190094.49'2 -2.6MI NW OF LAKE LINDEN

M-26 HAMMELL CR 1 = 10'

3 - 57.7' R 6'' RX02-31013 Main 303 NONE 14' - RAILROAD

14' -6'' L 196922.64'

W OF LAKE LINDEN MDOT RR (ABN) M-26 1 = 69'

B01-31021 Main 302 BITUMINOUS H20 194940.68'2 -1.6 MI W OF KENTON

M-28 JUMBO CR 3 = 135'

B02-31021 Main 302 MONO CONC H15 193642.98'2 -IN KENTON

M-28 E BR ONTONAGON R 3 = 150'

C01-31021 Main 119 NOT APPL HS20+Mod 19002 -0.5MI E OF KENTON

M-28 BR ONTONOGAN R 1 = 10'

C02-31021 Main 119 NOT APPL HS20+Mod 190052.49'2 -1.6MI W OF SIDNAW PO

M-28 HILL CR 2 = 12'

- 98 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C01-31031 Main 319 NOT APPL HS20+Mod 190029.53'2 -1.0MI NW OF HECALA ST

M-203 SWEDE TOWN CR 1 = 20'

C02-31031 Main 319 NOT APPL HS20+Mod 195336.75'2 -7.3MI NW OF HANCOCK PO

M-203 BOSTON CR 1 = 19'

C03-31031 Main 319 NOT APPL HS20+Mod 19532 -7.8MI NW OF HANCOCK PO

M-203 ST JOHNS CR 1 = 17'

C04-31031 Main 319 NOT APPL HS20+Mod 190022.97'2 -7.6MI W OF CALUMET


C06-31031 Main 119 NOT APPL HS25 200147.9'2 -3.9MI W OF CALUMET

M-203 MCGUNNS CR 1 = 17'

C07-31031 Main 119 NOT APPL HS25 200147.57'2 -CALUMET TWP SEC 17

M-203 BEGUNNS CREEK 1 = 14'

B01-31041 Main 302 BITUMINOUS H15 193431.5'2 -2.7 MI W OF BARAGA COL

M-38 STURGEON RIVER W BR 3 = 100'

B02-31041 Main 402 BITUMINOUS H15 193432.81'2 -0.7 MI W OF BARAGA COL

M-38 SILVER RIVER 4 = 84'

B01-31051 Main 104 BITUMINOUS H15 193447.24'2 -3.7 MI SE OF CHASSEL

US-41 SNAKE R BURIED 1 = 40'

B02-31051 Main 101 MONO CONC H15 192935.43'2 - 2.7 MI SE OF CHASSEL

US-41 BACKWATER PORTAGE R 2 = 28'

B03-31051 Main 402 MONO CONC HS20 195643.31'2 -2.3 MI SE OF CHASSEL

US-41 STURGEON R SLOUGH 3 = 135'

B04-31051 Main 332 MONO CONC HS20 196037.4'2 -1.8 MI SE OF CHASSEL

US-41 STURGEON R 4 = 240'

B05-31051 Main 332 MONO CONC HS20 195443.64'2 -0.7 MI S OF CHASSEL

US-41 PIKE R 1 = 55'


2.8 MI SE OF HOUGHTON US-41 PILGRIM R 1 = 54'

C01-31051 Main 119 NOT APPL HS20+Mod 190075.79'2 -2.1MI N OF BARAGA COL

US-41 JARVI CR 1 = 10'

C02-31051 Main 119 NOT APPL HS20+Mod 196054.46'2 -2.9MI SE OF CHASSEL

US-41 MARSH DR 2 = 19'

- 99 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C01-31052 Main 119 NOT APPL HS20+Mod 190067.26'2 -2.6MI SW OF OSCEOLA

US-41 DOVER DR 1 = 13'

Huron**************B01-32011 Main 402 BITUMINOUS HS20 194950.2'2 -

IN SEBEWAINGM-25 SEBEWAING R 3 = 141'

B03-32011 Main 302 MONO CONC HS20 194943.31'2 - 2.5 MI S OF M 142

M-25 SHEBEON DRAIN 1 = 55'

C01-32011 Main 119 NOT APPL HS20+Mod 19492 - 2.5MI.N.OF SEBAWING

M-25 NO NAME 2 = 14'

C02-32011 Main 101 NOT APPL HS20+Mod 194945.93'2 - 1.5MI.S.OF M-142

M-25 STEEL DRAIN 1 = 12'

B01-32012 Main 101 BITUMINOUS H15 193138.39'2 - 3.8 MI NE OF BAY PORT

M-25 MUD CR 1 = 24'

B02-32012 Main 302 BITUMINOUS H15 192955.77'2 -IN CASEVILLE

M-25 PIGEON R 2 = 80'

B03-32012 Main 505 MONO CONC HS20 197651.51'2 - 6.0 MI SW OF PORT AUSTIN

M-25 PINNEBOG RIVER 2 = 120'

B04-32012 Main 505 MONO CONC HS20 197551.51'2 - 5.6 MI SW OF PORT AUSTIN

M-25 SCHRAM DRAIN 1 = 75'

C01-32012 Main 119 NOT APPL H15 193063.32'2 - AT PORT CRESCENT ST.PARK

M-25 MUD CREEK 2 = 16'

2 - 52.8' R 6'' RP01-32012 Main 332 MONO CONC PEDESTRIAN

15' - 19807.87'

SLEEPER STATE PARKPEDESTRIAN M-25 5 = 126'

B01-32021 Main 505 MONO CONC HS20 195846.26'2 - 1.0 MI W OF PIGEON

M-142 PIGEON R 3 = 105'

B02-32021 Main 104 MONO CONC H20 194645.28'2 - 0.5 MI E OF ELKTON

M-142 PINNEBOG R 1 = 40'

C01-32021 Main 101 NOT APPL HS20+Mod 195871.85'2 - 2.3MI.W.OF PIGEON

M-142 WASSERMAN CREEK 1 = 12'

C02-32021 Main 101 NOT APPL HS20+Mod 194649.21'2 - 0.5MI.W.OF.ELKTON

M-142 SQUANNO DRAIN 1 = 18'

- 100 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C03-32021 Main 101 NOT APPL HS20+Mod 194645.28'2 - 0.9MI.E.OF ELKTON

M-142 CLUNIS DRAIN 1 = 10'

C04-32021 Main 104 NOT APPL HS20+Mod 194638.39'2 - 2.3MI.E.OF ELKTON

M-142 NETTLE RUN 1 = 18'

C05-32021 Main 101 NOT APPL HS20+Mod 194776.77'2 - 0.4MI.W.OF M-53

M-142 BAD AXE CREEK 1 = 14'

C01-32022 Main 119 NOT APPL HS20+Mod 194640.03'2 - 0.9MI.E.OF BAD AXE

M-142 MAYWOOD EXT. 1 = 12'

C02-32022 Main 302 NOT APPL HS20+Mod 194637.73'2 - 1.7MI.W.OF VERONA

M-142 PHILLIP DRAIN 1 = 18'

C03-32022 Main 101 NOT APPL HS20+Mod 19462 - 1.9MI.E.OF VERONA

M-142 E BRANCH WILLOW RIV. 1 = 14'

C04-32022 Main 101 NOT APPL HS20+Mod 194651.84'2 - 3.0MI.W.OF HARBOR BEACH

M-142 HARWOOD DRAIN 1 = 10'

B01-32031 Main 104 BITUMINOUS H20 194040.03'2 - 2.0 MI N OF SANILAC CO LI

M-53 E BR PIGEON R 1 = 30'

B02-32031 Main 505 MONO CONC HS25 199447.24'2 - 6.0 MI SW OF BAD AXE

M-53 PINNEBOG RIVER 1 = 75'

C01-32031 Main 101 NOT APPL HS20+Mod 194079.72'2 - 1.3MI.N.OF SANILAC CO.LIN

M-53 MCNEIL DRAIN 1 = 10'

C02-32031 Main 101 NOT APPL HS20+Mod 194662.01'2 - 2.6MI.N.OF SANILAC CO.LIN

M-53 ELK DRAIN 1 = 12'


0.3 MI N OF BAD AXE LIMITM-53 BRANCH OF BAD AXE CREEK 1 = 16'


2.3MI.N.OF BAD AXEM-53 RICHARDSON DRAIN 1 = 12'


3.2MI.N.OF BAD AXEM-53 SYMONS EXT.DRAIN 1 = 14'


2.0MI.S.OF FILIONM-53 TODD EXT.DRAIN 1 = 10'


0.5MI.S.OF FILIONM-53 FILION DRAIN 1 = 12'

- 101 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



0.1MI.N.OF FILIONM-53 PITCKER DRAIN 1 = 16'


0.9MI.N.OF KINDEM-53 SCHRAM DRAIN 1 = 13'





B01-32051 Main 505 BITUMINOUS HS20 195743.31'2 - 1.4 MI N OF SANILAC CO LI

M-19 CASS R 1 = 40'

C01-32051 Main 119 NOT APPL HS20+Mod 190061.02'2 - 0.9MI.S.OF UBLY

M-19 TYRE DRAIN 2 = 18'

B01-32091 Main 104 MONO CONC HS20 195243.31'2 - 1.4 MI N OF WHITE ROCK

M-25 WHITE RIVER 1 = 30'

B02-32091 Main 302 INTEG CONC H15 193541.34'2 - 2.2 MI N OF WHITE ROCK

M-25 ELM CR 1 = 50'

B03-32091 Main 302 INTEG CONC H15 193536.42'2 - 2.1 MI S OF HARBOR BEACH

M-25 ROCK FALLS CR 1 = 50'

C01-32091 Main 119 NOT APPL H15 1935149.93'2 - IN WHITE ROCK

M-25 WHITE ROCK CREEK 2 = 16'

C02-32091 Main 119 NOT APPL H15 1935111.88'2 - 0.3MI.N.OF WHITE ROCK

M-25 STOVER CREEK 2 = 15'

C03-32091 Main 101 NOT APPL H15 193546.26'2 - 2.8MI.N.OF WHITE ROCK

M-25 NO NAME 1 = 12'

C04-32091 Main 101 NOT APPL H15 193545.28'2 - AT PURDY RD.

M-25 NO NAME 1 = 14'

C05-32091 Main 119 NOT APPL H15 193548.23'2 - AT WAGENER CO.PARK

M-25 BUCKLEY CREEK 2 = 18'

C06-32091 Main 119 NOT APPL H15/1964 193549.21'2 -

0.44 MI N OF HELENA RDM-25 NO NAME 1 = 12'

C07-32091 Main 101 NOT APPL H15/1964 193551.84'2 -

1.3 MI S OF M-142M-25 SPRING CREEK 1 = 14'

- 102 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C08-32091 Main 119 NOT APPL H15/1964 193563.32'2 -

AT RR 1.1 MI S OF M-142 M-25 SPRING CREEK 1 = 14'

C09-32091 Main 119 NOT APPL H15/1964 193588.25'2 -

0.7 MI S OF M-142@GOLF C.M-25 NO NAME 1 = 16'

C10-32091 Main 119 NOT APPL HS20+Mod 1951139.76'2 - 0.6 MI S OF MUNFORD RD

M-25 SLATE STONE CREEK 1 = 10'

B01-32092 Main 104 BITUMINOUS HS20 195343.31'2 - 3.4 MI N OF M 142

M-25 HARBOR BEACH CRK 1 = 30'

B02-32092 Main 104 BITUMINOUS HS20 195343.31'2 - 5.3 MI N OF M 142

M-25 OCHA CR 1 = 40'

B04-32092 Main 332 MONO CONC HS20 197046.26'2 - 1.6 MI W OF HURON CITY

M-25 NEW R 1 = 45'

B06-32092 Main 332 MONO CONC HS20 197046.26'2 - 0.3 MI E OF M 53

M-25 BIRD CR 1 = 40'

B07-32092 Main 332 MONO CONC HS20 197046.26'2 - WILLOW RIVER IN HURON CIT

M-25 WILLOW CRK 3 = 229'

C01-32092 Main 119 NOT APPL HS20+Mod 195347.9'2 - 0.6MI.N.OF HARBOR BEACH

M-25 PARK DRAIN 2 = 16'


M-25 NO NAME 2 = 16'


M-25 HAZEL CREEK 1 = 10'

C04-32092 Main 119 NOT APPL HS20+Mod 195351.51'2 - 2.4MI.NW.OF HARBOR BEACH

M-25 NO NAME 2 = 16'

C05-32092 Main 119 NOT APPL HS20+Mod 195347.9'2 - 0.9MI.SE.OF PORT HOPE

M-25 NO NAME 2 = 12'

C06-32092 Main 101 NOT APPL HS20+Mod 195369.88'2 - 0.4MI.SE.OF PORT HOPE

M-25 NO NAME 1 = 12'

C07-32092 Main 101 NOT APPL HS20+Mod 195373.82'2 - 0.7MI.NW.OF PORT HOPE

M-25 NO NAME 1 = 16'

C08-32092 Main 119 NOT APPL HS20+Mod 195366.27'2 - 2.6MI.NW.OF PORT HOPE

M-25 LAWITZKE 1 = 16'

- 103 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C09-32092 Main 119 NOT APPL HS20+Mod 1953109.91'2 - 0.1MI.SE.OF STODDARD RD.

M-25 NO NAME 1 = 10'

C11-32092 Main 119 NOT APPL HS20+Mod 197099.41'2 - 0.8MI.W.OF HURON CITY RD.

M-25 NO NAME 1 = 12'

C13-32092 Main 101 NOT APPL HS20+Mod 197086.94'2 - 3.1MI.W.OF HURON CITY RD.

M-25 NO NAME 1 = 12'

C14-32092 Main 119 NOT APPL HS20+Mod 1970104'2 - 3.4MI.W.OF HURON CITY RD.

M-25 NO NAME 1 = 10'

C15-32092 Main 119 NOT APPL HS20+Mod 197099.74'2 - 4.0 MI.W.OF HURON CITY RD

M-25 NO NAME 1 = 10'

C16-32092 Main 119 NOT APPL HS20+Mod 197083.99'2 - 2.5MI.E.OF M-53

M-25 BARANSKI DRAIN 1 = 10'

C17-32092 Main 319 NOT APPL HS20+Mod 1970135.83'2 - 0.8MI.E.OF M-53

M-25 GRANT CREEK 1 = 13'

C18-32092 Main 119 NOT APPL HS20+Mod 1970109.91'2 - 200FT.W.OF HURON CITY RD.

M-25 BRANCH WILLOW CREEK 1 = 12'

Ingham**************C01-33011 Main 119 NOT APPL HS20+Mod 19004 -

S OF I-496M-99 OLDS PED TUNNEL 1 = 16'

2 - 71.2' R 0'' RP01-33011 Main 310 OTHER 15' - PEDESTRIAN

14' -0'' L 19615.91'

Appr 3001.5 MI NE OF EATON COL PED OVER @ MILLER M-99 5 = 143'


15' - 19645.91'

Appr 300IN LANSING PED OVER @ REO RD M-99 5 = 146'

6 - 87.9' L 87.9' R 9'' RP04-33011 Main 302 OTHER 15' - PEDESTRIAN

15' -4'' L 19777.87'

Appr 201IN LANSING,S LOGAN STPED OVER@EDWARDS M-99 16 = 642'

6 - 86' L 86' R 8'' RP05-33011 Main 302 OTHER 15' - PEDESTRIAN

15' -2'' L 19776.89'

Appr 201IN LANSING,S LOGAN STPED OVER @WOODBINE M-99 14 = 642'

R01-33011 Main 382 MONO CONC HS25 197948.88'3 -Appr 204IN LANSING(LOGAN ST)

M-99 NB GTW RR & GRAND RIVER 9 = 1028'

R02-33011 Main 382 MONO CONC HS25 197552.17'2 -IN LANSING (LOGAN ST)

M-99 S.B. GTW RR & GRAND RIVER 9 = 1168'

- 104 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


4 - 80.7' R 6'' RZ01-33011 Main 310 MONO CONC OTHER

18' - 197443.31'

IN LANSING (LOGAN ST)M-99OLDS ASSEMBLY LINE M-99 6 = 309'

B01-33014 Main 382 MONO CONC HS20+Mod 1975103.02'6 -IN THE CITY OF LANSING

M-143 E. MICH.AVE. GRAND RIVER 2 = 234'

2 - 32.8' R 0'' RS01-33014 Main 332 INTEG CONC HS20+Mod

10' - 1987117.13'4 -

IN THE CITY OF LANSINGM-143 E. MICH.AVE. MUSEUM DRIVE 1 = 39'

B01-33021 Main 104 BITUMINOUS HS20 191850.52'2 - IN MASON (ASH ST.)

M-36 SYCAMORE CR 1 = 29'

C01-33021 Main 119 NOT APPL HS20+Mod 190040.03'2 -2 MILES EAST OF DANSVILE

M-36 PATRICK DRAIN 1 = 16'

B01-33031 Main 104 BITUMINOUS HS20 1956129.92'4 -3.5 MI S OF M-36

US-127 SYCAMORE CR 1 = 26'

C01-33031 Main 119 NOT APPL HS20+Mod 1966133.86'4 -0.2 MI SOUTH OF BELLEVUE

US-127 HUNTOON CREEK 1 = 10'

C02-33031 Main 119 NOT APPL HS20+Mod 196646.92'2 -0.2 MI S OF BELLEVUE RD

US-127 NB OFF RAMP HUNTOON CREEK 1 =

R01-33031-1 Main 332 LATEX CONC HS20 195736.42'2 -0.3 MI N OF JACKSON CO LI

US-127 NB CONRAIL & HUNTOON CR 4 = 305'

R01-33031-2 Main 332 LATEX CONC HS20 195736.42'2 -0.3 MI N OF JACKSON CO LI

US-127 SB CONRAIL & HUNTOON CR 4 = 305'


14' -8'' L 196636.42'2 -

W LTS OF LESLIEBELLEVUE RD US-127 4 = 189'


14' -6'' L 196734.12'2 -

4.2MI N OF JACKSON CO LINCOVERT RD US-127 2 = 167'


14' -7'' L 196635.1'2 -

5.1 MI S OF M-36BARNES RD US-127 2 = 167'

C01-33032 Main 119 NOT APPL HS20+Mod 1900119.75'4 -0.2 MILE NORTH OF KIPP RD

US-127 WILLOW CREEK 1 = 16'

C02-33032 Main 119 NOT APPL HS20+Mod 190086.29'4 -100 FT N OF HOLMES

I-96 BL HOLMES DRAIN 1 = 10'

5 - 69.9' R 11'' RP01-33032 Main 310 NOT APPL PEDESTRIAN

15' - /1973 19605.91'

Appr 300IN LANSING (5900 S CEDAR)PED OVER @ KAYNORT I-96BL(SOUTH CEDAR ST) 5 = 177'

- 105 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


5 - 42.3' L 44.3' R 10'' RP05-33032 Main 910 NOT APPL 14' - PEDESTRIAN

14' - /199010'' L 19706.23'

Appr 900IN LANSING PED OVER @ PACIFIC I-96 BL S.CEDAR ST 4 = 172'


IN LANSING (S CEDAR ST)I-96 BL GTW,CR RR & RED CEDAR R 15 = 958'


14' -0'' L 196734.12'2 -

S LTS OF MASONKIPP RD US-127 4 = 216'


14' -10'' L 196642.32'2 -

IN MASONCOLUMBIA RD US-127 4 = 176'


15' -7'' L 196738.39'2 -

IN MASONSITTS RD US-127 4 = 181'


15' - 19675.91'

Appr 300IN LANSING PED OVER @ THOMAS US-27BR 5 = 192'


15' - 19675.91'

Appr 300N LTS OF LANSING PED OVER @ SHERIDA US-27 BR 5 = 192'

4 - 42' L 65.6' R 8'' RR01-33034 Main 332 LATEX CONC HS20

21' - 196091.21'6 -

IN LANSINGUS-27 CSX RR & WB I-96BL 9 = 549'

B01-33035 Main 532 MONO CONC HS20 196642.32'2 -2.7MI N OF M-36

US-127 SB SYCAMORE CR 3 = 92'

B03-33035 Main 532 MONO CONC HS20 196642.32'2 -2.7MI N OF M-36

US-127 NB SYCAMORE CR 3 = 92'

R01-33035 Main 332 MONO CONC HS20 196642.32'2 - 1.5MI N OF M-36

US-127 SB CONRAIL 3 = 178'

R02-33035 Main 332 MONO CONC HS20 196642.32'2 - 1.5MI N OF M-36

US-127 NB CONRAIL 3 = 178'


15' -9'' L 196635.1'2 -

W LTS OF MASON @ M-36M-36 WB US-127 4 = 400'


14' -7'' L 196636.42'2 -

.3 MI N OF M-36MASON-HOWELL RD US-127 4 = 311'


14' -9'' L 196634.12'2 -

1.2MI N OF M-36HARPER RD US-127 4 = 221'


15' -8'' L 196658.4'4 -

3.4MI N OF M-36HOLT RD US-127 4 = 250'

- 106 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 196642.32'2 -

2.0MI S OF I-96US-127 SB WILLOUGHBY RD 3 = 108'


14' - 196642.32'2 -

2.0MI S OF I-96US-127 NB WILLOUGHBY RD 3 = 108'


16' - 196642.32'2 -

.7 MI S OF I-96US-127 SB COLLEGE RD 3 = 139'


14' - 196642.32'2 -

.7 MI S OF I-96US-127 NB COLLEGE RD 3 = 134'

4 - 81' L 81' R 1'' RS10-33035 Main 382 BITUMINOUS 15' - HS20

15' -10'' L 196635.1'2 -

@ M-36M-36 EB US-127 4 = 400'


14' -3'' L 192547.9'

0.9 MI E OF COUNTY LINEGTW RR US-27 2 = 101'

4 - 55.8' R 2'' RP01-33042 Main 310 NOT APPL 16' - PEDESTRIAN

16' -0'' L 19645.91'

Appr 300IN LANSINGPED OVER @ FAIRVIE M-43 5 = 128'


15' - 19705.91'

Appr 300IN LANSINGPED OVER @ CLEMENS M-43 5 = 138'

4 - 41' L 41' R 5'' RX01-33042 Main 302 BITUMINOUS RAILROAD

14' - 195761.68'

IN LANSING (SAGINAW ST)CONRAIL M-43 2 = 94'


14' -9'' L 196261.02'

IN LANSING (OAKLAND ST)CONRAIL M-43 1 = 62'


15' -1'' L 19645.91'

Appr 101IN EAST LANSINGPED @HITCH POST RD TEMP I-69 9 = 224'


16' -10'' L 197059.71'

Appr 300IN EAST LANSINGHARRISON ST TEMP I-69 9 = 354'


16' - 196942.98'2 -

W LTS OF LANSINGI-496 EB RAMP TO US-27 3 = 144'

6 - 66.9' L 66.9' R 2'' RS02-33044 Main 332 INTEG CONC 18' - HS20

18' - /20004'' L 196944.29'2 -

W LTS OF LANSINGCLARE ST I-496 2 = 141'


16' -1'' L 197066.27'4 -

IN LANSING(LOGAN ST)M-99 I-496 4 = 200'


14' - 197026.9'1 -

IN LANSINGRAMP H I-496 EB 1 = 97'

- 107 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' -0'' L 197026.9'1 -

IN LANSINGRAMP E I-496 WB 1 = 100'


15' -7'' L 196866.27'4 -

IN LANSING PINE ST I-496 2 = 147'


15' -10'' L 196866.27'4 -

IN LANSINGWALNUT ST I-496 4 = 189'


16' -0'' L 196866.27'4 -

IN LANSING CAPITOL AVE I-496 2 = 174'


16' -4'' L 196888.25'6 -

IN LANSINGWASHINGTON AVE I-496 4 = 207'

6 - 62' L 62' R 1'' RS12-33044 Main 332 LATEX CONC 15' - H15

15' -9'' L 196844.29'2 -

IN LANSINGGRAND AVE I-496 4 = 191'


14' - 196944.29'2 -

IN LANSINGEVERETT ST I-496 4 = 191'


14' - /1993 197066.27'4 -

IN LANSINGSB M-99 (BIRCH) I-496 4 = 191'


15' -11'' L 196936.42'2 -

W LTS OF LANSINGST JOSEPH-MAIN ST I-496 6 = 436'


14' -0'' L 196944.29'2 -

W LTS OF LANSINGHUNGERFORD ST I-496 4 = 217'


14' - 196942.98'2 -

W LTS OF LANSINGI-496 WB I-496 RAMP TO US-27 3 = 168'


15' -5'' L 196934.45'

W LIMITS OF LANSINGCONRAIL I-496 2 = 141'


15' - 197050.2'3 -

W LTS OF E LANSINGI-496 EB RED CEDAR R & RAMP V 5 = 446'


15' - /1994 197061.02'2 -

W LTS OF E LANSINGI-496 WB RED CEDAR R & RAMP V 4 = 414'

7 - 24' L 35.8' R 6'' RB03-33045 Main 532 MONO CONC HS25

14' - 200045.28'2 -

Appr 332IN LANSINGI-496 EB GR RIV,I-96 BL,RIVER ST 9 = 750'

7 - 24' L 35.8' R 6'' RB03-33045-7 Main 532 MONO CONC HS25

14' - 200045.28'3 -

Appr 332IN LANSINGI-496 EB SERV RD GR RIV,I-96 BL, RIVER ST 9 = 742'

- 108 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


7 - 24' L 35.8' R 6'' RB04-33045 Main 532 MONO CONC HS25

14' - 200045.28'2 -

Appr 332IN LANSINGI-496 WB GR RIV,I-96 BL, RIVER ST 9 = 759'

7 - 24' L 35.8' R 6'' RB04-33045-7 Main 532 MONO CONC HS25

14' - 200048.56'2 -

Appr 332IN LANSINGI-496 WB SERV RD GR RIV,I-96 BL, RIVER ST 9 = 767'

3 - 30.2' L 38.4' RR03-33045 Main 382 LATEX CONC 16' - HS20+Mod4'' L 196348.23'3 -

IN EAST LANSINGI-496 EB CSX RR & TROWBRIDGE 3 = 305'

4 - 38.4' L 54.5' RR04-33045 Main 382 LATEX CONC 17' - HS20+Mod8'' L 196336.42'2 -

IN EAST LANSINGI-496 WB CSX RR & TROWBRIDGE 3 = 319'

R05-33045 Main 332 LATEX CONC HS20+Mod 196348.23'3 -IN EAST LANSING

I-496 WB GTW RR 3 = 191'

R06-33045 Main 332 MONO CONC HS20+Mod 196346.26'2 -IN EAST LANSING

I-496 EB GTW RR 3 = 191'

R07-33045 Main 332 MONO CONC HS20+Mod 196324.28'1 -IN EAST LANSING

I-496 WB RAMP CSX RR 5 = 262'

R08-33045 Main 332 LATEX CONC HS20 197026.9'1 -IN LANSING

I-496 EB RAMP CONRAIL 3 = 187'

R09-33045-3 Main 332 LATEX CONC HS20+Mod 197087.93'5 -IN LANSING

I-496 EB CONRAIL 3 = 158'

R09-33045-4 Main 332 LATEX CONC HS20+Mod 197087.93'5 -IN LANSING

I-496 WB CONRAIL 3 = 158'

R10-33045 Main 332 MONO CONC HS20 197026.9'1 -IN LANSING

I-496 WB RAMP CONRAIL 3 = 220'


23' - 197052.82'3 -

IN LANSINGI-496 EB GTW RR & HOSMER 3 = 174'


23' - 1970114.17'4 -

IN LANSINGI-496 WB,SERV&RP Q GTW RR & HOSMER 3 = 174'


23' - 197049.21'3 -

IN LANSINGI-496 RAMP R GTW RR & HOSMER 3 = 174'


14' - 196958.07'4 -

IN LANSINGI-496 EB & RAMP U CSX RR & HOLMES RD 8 = 541'


14' - /2000 196942.98'2 -

IN LANSINGI-496 WB CSX RR & HOLMES ST 10 = 676'

- 109 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 196927.89'1 -

IN LANSINGRAMP T CSX RR & HOLMES ST 11 = 720'

6 - 57.4' L 69.2' R 1'' RR13-33045 Main 332 MONO CONC 23' - HS20

27' -9'' L 196968.24'4 -

IN LANSINGCLEMENS ST I-496 & CSX RR 7 = 483'


15' - 200047.57'2 -

IN LANSING (PENNSYLVANIA)I-496 EB PENNSYLVANIA AVE 3 = 165'


15' - 200057.41'3 -

IN LANSINGI-496 WB PENNSYLVANIA AVE 3 = 166'

1 - 44' RS05-33045 Main 332 LATEX CONC 15' - HS202'' L 197042.98'2 -

IN E LANSINGI-496 EB US-127 RAMP SB 3 = 129'


IN E LANSINGI-496 WB US-127 SB 3 = 207'


14' - 196342.65'2 -

SE LTS OF LANSING (MT HOPI-496 EB MOUNT HOPE AVE 3 = 134'


14' - 196342.65'2 -

SE LTS OF LANSING (MT HOPI-496 WB MOUNT HOPE RD 3 = 134'


14' - 196342.65'2 -

IN LANSING (FOREST RD)I-496 EB FOREST RD 3 = 109'


14' - 196342.65'2 -

IN LANSING (FOREST RD)I-496 WB FOREST RD 3 = 109'


14' - 196347.9'3 -

1.6MI S OF LANSING (JOLLYI-496 WB JOLLY RD 3 = 155'


14' - 196342.65'2 -

SE LTS OF LANSING (RAMP CI-496 EB US-127 SB RAMP 3 = 236'


14' - 196352.17'3 -

1.6MI S OF LANSING (JOLLYI-496 EB JOLLY RD 3 = 148'


14' -7'' L 196335.1'2 -

IN LANSINGDUNCKEL DRIVE I-496 4 = 261'


IN E LANSING (US127 OFF RI-496 WB US-127 SB RAMP 3 = 120'


.6 MI N OF M-43 M-52 RED CEDAR R 2 = 120'

- 110 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C01-33051 Main 319 NOT APPL HS20+Mod 1976149.93'2 -0.9 MI NORTH OF M-43

M-52 SULLIVAN CREEK 1 = 13'


IN LANSING (SAGINAW ST)M-43 EB GRAND R 4 = 254'

B02-33061 Main 382 MONO CONC HS20 196664.3'4 - IN LANSING (OAKLAND ST)

M-43 WB GRAND R 3 = 280'


14' - 196827.23'2 -

W LTS OF LANSINGGENERAL MOTOR CO D M-43 2 = 120'


14' -1'' L 196845.93'

W LTS OF LANSINGCONRAIL M-43 2 = 124'

C01-33081 Main 119 NOT APPL HS20+Mod 1962110.24'4 -0.1 MI E OF DELTA RIVER D

I-96 BL HORESBROOK CREEK 1 = 12'


14' - 19635.91'

Appr 300IN LANSINGPED OVER @ DELTA R I-96BL 5 = 120'

B01-33082 Main 505 BITUMINOUS HS20+Mod/1970 193189.9'4 -

.2 MI E OF PARK LAKE RDM-43 LAKE LANSING OUTLET 1 = 23'


4.4MI W OF WILLIAMSTONM-43 RED CEDAR R 2 = 89'

B03-33082 Main 505 MONO CONC HS25 200164.96'4 -IN WILLIAMSTON

M-43 DEER CR 1 = 34'

B04-33082 Main 505 LATEX CONC H15 200048.88'2 -2.2 MI E OF WILLIAMSTON

M-43 DOAN CREEK 12 = 63'

C01-33082 Main 119 MONO CONC HS25 2001131.23'4 -CITY OF WILLIAMSTON

M-43 W GRAND RIVER ATZINGER CREEK 1 = 19'

R01-33082 Main 352 MONO CONC H15/1977 193055.12'4 -

0.1 MI E OF PARK LK. RDM-43 WB GTW RR 1 = 88'

R02-33082 Main 332 MONO CONC HS25 197741.01'2 -0.1 MI E OF PARK LK RD

M-43 EB GTW RR 3 = 199'


15' - 196243.64'2 -

@ M-99I-96 EB M-99 4 = 199'


15' - 196243.64'2 -

@ M-99I-96 WB M-99 4 = 199'

- 111 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - 196243.64'2 -

IN LANSING (WASHINGTON AVI-96 EB WASHINGTON AVE 3 = 108'


14' - 196243.64'2 -

IN LANSINGI-96 WB WASHINGTON AVE 3 = 108'

4 - 37.7' L 38.1' R 5'' RS03-33083-3 Main 332 LATEX CONC HS20

14' - 196343.64'2 -

IN LANSING (CEDAR ST)I-96 EB CEDAR ST 4 = 149'


14' - 196347.57'3 -

IN LANSING (CEDAR ST)I-96 WB CEDAR ST 4 = 149'


15' -9'' L 196247.57'3 -

IN LANSING (I96 BL RAMPS)I-96 EB I-96BL RAMPS 4 = 147'


15' -11'' L 196243.64'2 -

IN LANSING (I96 BL RAMPS)I-96 WB I-96BL RAMPS 4 = 147'

B01-33084-3 Main 532 LATEX CONC HS20+Mod 196243.64'2 -E LTS OF LANSING

I-96 EB SYCAMORE CR 2 = 129'

B01-33084-4 Main 532 LATEX CONC HS20+Mod 196243.64'2 -E LTS OF LANSING

I-96 WB SYCAMORE CR 2 = 129'

B02-33084 Main 532 MONO CONC HS20+Mod 196243.64'2 -5.0MI W OF M-43 & M-52

I-96 EB DEER CR 1 = 45'


I-96 WB DEER CR 1 = 45'


I-96 EB DOAN CR 1 = 60'


I-96 WB DOAN CR 1 = 60'

C01-33084 Main 119 NOT APPL HS20+Mod 1962198.49'4 -300 FT E OF HAGADORN

I-96 HERRON CREEK 1 = 10'

C02-33084 Main 119 NOT APPL HS20+Mod 196273.82'2 -0.2 MI WEST OF EVERY ROAD

I-96EB DOBIE LAKE OUTLET 1 = 10'

C03-33084 Main 119 NOT APPL HS20+Mod 196244.29'2 -0.3 MI WEST OF EVERY ROAD

I-96 WB DOBIE LAKE OUTLET 1 = 10'

C04-33084 Main 119 NOT APPL HS20+Mod 196235.76'2 -350 FT W OF BURKLEY ROAD

I-96 EB SLOAN CREEK 2 = 21'

- 112 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C05-33084 Main 119 NOT APPL HS20+Mod 19622 -350 FT W OF BURKLEY ROAD

I-96 WB SLOAN CREEK 2 = 21'

R01-33084-3 Main 532 LATEX CONC HS20+Mod 196243.64'2 -5.0MI S OF LANSING


R01-33084-4 Main 532 LATEX CONC HS20+Mod 196243.64'2 -5.0MI S OF LANSING

I-96 WB CONRAIL 3 = 141'


17' -2'' L 196334.78'2 -

IN LANSINGAURELIUS RD I-96 4 = 230'


16' - /1997 196347.9'3 -

@ I-496 NB & US-127NB I-496&US-127 I-96EB 3 = 142'


16' - 196342.65'2 -

@ I-496 SB (RAMP C)SB I-496 TO EB 96 I-96WB 3 = 239'


16' -4'' L 196334.78'2 -

5.3MI SE OF LANSINGCOLLEGE RD I-96 4 = 214'


16' -4'' L 196234.78'2 -

6.0MI SE OF LANSINGHAGADORN ROAD I-96 4 = 217'


16' -1'' L 196370.87'4 -

3.3MI E OF I-496OKEMOS RD I-96 4 = 237'


16' -8'' L 196232.81'2 -

6.9MI E OF I-496MERIDIAN RD I-96 4 = 221'


16' - 196230.84'2 -

6.5MI W OF M-43 & M-52ZIMMER RD I-96 EB 3 = 134'


16' - 196230.84'2 -

6.5MI W OF M-43 & M-52ZIMMER RD I-96 WB 3 = 133'


16' -5'' L 196234.78'2 -

4.4 MI W OF M-43 & M-52WILLIAMSTON RD I-96 6 = 341'


16' -5'' L 196130.84'2 -

1.6MI W OF M-43 & M-52DIETZ RD I-96 4 = 213'


16' - /1997 196347.9'3 -

@ I-96 WBI-496& US-127 NB I-96WB 3 = 150'


16' - 196649.21'3 -

@ I-96 EBI-496& US-127 SB I-96EB 3 = 139'

- 113 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' - 196648.23'3 -

@ I-96 WBI-496& US-127 SB I-96WB 3 = 142'

C01-33085 Main 119 NOT APPL HS20+Mod 196235.76'4 -0.2 MI W OF ELM ROAD

I-96 KALAMINK CREEK 2 = 23'

4 - 64' R 0'' RS01-33085 Main 332 LATEX CONC 14' - HS20+Mod

13' -0'' L 196243.64'2 -

@ M-52 (STOCKBRIDGE RD)I-96 EB M-52/M-43 3 = 168'

4 - 64' R 5'' RS02-33085 Main 332 LATEX CONC HS20+Mod

14' - 196243.64'2 -

@ M-52 (STOCKBRIDGE RD)I-96 WB M-52/M-43 3 = 168'


16' -6'' L 196230.84'2 -

1.2MI E OF M-52ELM RD I-96 4 = 217'


16' -7'' L 196230.84'2 -

@ LIVINGSTON CO LINEWALLACE RD I-96 6 = 320'

2 - 66.9' R 2'' RB01-33171 Main 382 MONO CONC HS20+Mod

15' - 196448.23'3 -

IN EAST LANSINGUS-127 NB RED CEDAR R & RAMP V 4 = 264'

2 - 36.1' R 8'' RB02-33171 Main 382 MONO CONC HS20+Mod

15' - 196447.24'3 -

IN EAST LANSINGUS-127 SB RED CEDAR R.& RAMP V 4 = 272'

3 - 50.2' RS01-33171 Main 382 MONO CONC 14' - HS20

/19988'' L 197026.9'1 -

IN LANSINGUS-127 SB RAMP RAMP TO I-496 WB 3 = 268'


14' - /1998 197026.9'1 -

IN LANSINGRAMP FROM I-496 EB US-127 NB RAMP 3 = 203'


14' - /1998 197057.74'3 -

IN LANSINGUS-127 SB KALAMAZOO ST 3 = 140'


14' - 197042.98'2 -

IN LANSING (M143 MICHIGANUS-127 SB M-143 2 = 216'


15' - 197042.98'2 -

IN LANSING (VINE ST)US-127 SB VINE ST 3 = 113'


14' - /1998 197046.92'2 -

IN CITY OF LANSINGUS-127 SB SELLERS ST 3 = 112'


14' - /19987'' L 197066.27'4 -

IN LANSINGM-43 EB (SAGINAW S US-127 2 = 150'


14' -10'' L 197066.27'4 -

IN LANSINGM-43 WB US-127 2 = 126'

- 114 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 197050.2'3 -

IN LANSING (KALAMAZOO ST)US-127 NB KALAMAZOO ST 3 = 140'


15' - 197042.98'2 -

IN LANSING (M143 MICHIGANUS-127 NB M-143 2 = 216'


14' - 197042.98'2 -

IN LANSING (VINE ST)US-127 NB VINE ST 3 = 113'


14' - /1998 197050.52'3 -

IN THE CITY OF LANSINGUS-127 NB SELLERS ST 3 = 112'


14' -10'' L 1972100.39'6 -

0.2 MI N OF LANSINGLAKE LANSING ROAD US-127 2 = 237'

Ionia**************B01-34021 Main 104 BITUMINOUS H15 192323.62'2 -

3.5 MI E OF KENT CO M-50 DUCK CREEK 1 = 35'

B02-34021 Main 104 NOT APPL H15 193457.74'2 -.5 MI NW OF BARRY CO LINE

M-50 TUPPER R 1 = 44'

C01-34021 Main 119 NOT APPL HS20+Mod 198431.82'2 -0.4 MI W OF JACKSON RD

M-50 MESSER BROOK 1 = 10'

C01-34031 Main 119 NOT APPL HS20+Mod 190062.01'4 -0.3 MI S OF BIRPLEY RD

M-66 TUPPER CR 1 = 16'

B01-34032 Main 352 LATEX CONC HS20 194859.71'4 -IN IONIA

M-66 GRAND R 5 = 375'

C01-34033 Main 119 NOT APPL HS20+Mod 190045.93'2 -0.4 MI N OF HUBBEL RD

M-66 NO NAME 1 = 10'

C01-34043 Main 119 NOT APPL HS20+Mod 1958187.99'4 -0.6 MI E OF MORRISON L RD

I-96 LAKE CR 2 = 16'

C02-34043 Main 119 NOT APPL HS20+Mod 1958230.97'4 -0.6 MI W OF M-66

I-96 PEACOCK CR 2 = 16'


15' -1'' L 195833.14'2 -

1.0 MI E OF KENT CO LINE HASTINGS RD I-96 4 = 240'


15' -7'' L 195933.14'2 -

3.5 MI E OF KENT CO LINE NASH HWY I-96 4 = 240'

- 115 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' -2'' L 195833.14'2 -

5 MI E OF KENT CO LINE MORRISON LAKE RD I-96 4 = 240'


15' -6'' L 195833.14'2 -

3.0 MI W OF M 66 JORDAN LAKE RD I-96 4 = 240'

2 - 35.8' R 11'' RB01-34044-3 Main 403 LATEX CONC HS20

17' - 195937.4'2 -

.2 MI W OF PORTLAND I-96 EB GRAND R & MARKET RD 4 = 414'

2 - 35.8' RB01-34044-4 Main 403 LATEX CONC 18' - HS200'' L 195937.4'2 -

.2 MI W OF PORTLAND I-96 WB GRAND RIVER & MARKET RD 4 = 414'

C01-34044 Main 119 NOT APPL HS20+Mod 1958229.99'4 -AT MILE POST 68.4

I-96 LIBHART CR 2 = 20'


I-96 BR. LIBHART CR 1 = 12'


I-96 FRIEND CR. 1 = 12'

R01-34044-3 Main 505 INTEG CONC HS20 195857.74'3 -1.0 MI SE OF PORTLAND

I-96 EB CSX RR (ABN) 3 = 175'

R01-34044-4 Main 505 INTEG CONC HS20 195857.74'3 -1.0 MI SE OF PORTLAND

I-96 WB CSX RR (ABN) 3 = 175'


16' - 195936.42'2 -

@ M-66 M-66 NB I-96 4 = 270'


16' -1'' L 195936.42'2 -

@ M-66 M-66 SB I-96 4 = 270'


14' -4'' L 195933.14'2 -

4.0 MI E OF M 66 SUNFIELD RD I-96 4 = 240'


14' - 195847.24'2 -

6.0 MI E OF M 66(PORTLANDI-96 EB PORTLAND RD 3 = 142'


14' - 195847.24'2 -

6.0 MI E OF M 66(PORTLANDI-96 WB PORTLAND RD 3 = 142'


14' -4'' L 195833.14'2 -

6.4 MI E OF M 66 KEEFER RD I-96 4 = 278'


14' -2'' L 195933.14'2 -

.3 MI W OF PORTLAND KNOX RD I-96 4 = 251'

- 116 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



S LTS OF PORTLAND I-96 EB KENT RD 3 = 145'


S LTS OF PORTLAND I-96 WB KENT RD 3 = 147'


15' -8'' L 195947.24'2 -

S LTS OF PORTLAND I-96 EB OKEMOS RD 3 = 116'


15' - 195947.24'2 -

S LTS OF PORTLAND I-96 WB OKEMOS RD 3 = 116'


S LTS OF PORTLAND I-96 EB CHARLOTTE HWY 3 = 109'


14' - 195957.41'3 -

S LTS OF PORTLAND I-96 WB CHARLOTTE HWY 3 = 109'


14' - 195957.41'3 -

E LTS OF PORTLAND (OLD 16I-96 EB GRAND RIVER AVE 3 = 151'


15' - 195947.24'2 -

E LTS OF PORTLAND (OLD 16I-96 WB GR RIVER AVE 3 = 151'


15' -0'' L 195733.46'2 -

2.9 MI NW OF CLINTON CO LCUTLER RD I-96 4 = 353'


18' -1'' L 195833.46'2 -

1.4 MI NW OF CLINTON CO LPEAKE RD I-96 4 = 299'

B01-34061 Main 219 BITUMINOUS H15 192937.73'2 - 2.6 MI E OF KENT CO LINE

M-21 TOLES CR 2 = 26'

B02-34061 Main 219 BITUMINOUS H15 192937.73'2 - 6.3 MI E OF KENT CO LINE

M-21 RED CR 2 = 32'

B03-34061 Main 219 BITUMINOUS H15 193062.99'2 - 2.3 MI W OF IONIA

M-21 BELLANY CREEK 2 = 31'

C01-34061 Main 119 NOT APPL HS20+Mod 190041.99'2 -0.1 MI W WHITE BRIDGE RD

M-21 NO NAME 1 = 12'

C02-34061 Main 119 NOT APPL HS20+Mod 190045.93'2 -2.2 MI E OF KENT COL

M-21 NO NAME 1 = 10'

C04-34061 Main 119 NOT APPL HS20+Mod 190043.96'2 -0.6 MI W OF TURKEY TRAIL

M-21 NO NAME 1 = 14'

- 117 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C05-34061 Main 119 NOT APPL HS20+Mod 190047.9'2 -0.7 MI W OF TURKEY TRAIL

M-21 TIMBERLINE CR 2 = 18'

B01-34062 Main 302 BITUMINOUS H15 192945.28'2 -2.6 MI E OF M 66


B02-34062 Main 219 BITUMINOUS H15 193276.77'2 - 0.3 MI W OF MUIR

M-21 SPIRES CREEK 2 = 24'

B03-34062 Main 302 BITUMINOUS H15 192945.28'2 -1.0 MI E OF MUIR

M-21 MAPLE R 4 = 220'

B04-34062 Main 302 BITUMINOUS H15 192945.28'2 -1.5 MI E OF MUIR

M-21 STONEY CR 2 = 100'


14' - 193220.01'

1.0 MI W OF PEWAMO GTW RR (ABN) M-21 1 = 90'


IN BELDING M-44, M-91 MID MICH RR 4 = 414'

Iosco**************B01-35011 Main 302 BITUMINOUS HS20 195033.14'2 -

2.8 MI N OF ARENAC CO LINM-65 JOHNSON CR 3 = 120'

B02-35011 Main 402 BITUMINOUS HS20 195132.81'2 -1.0 MI S OF M 55

M-65 AU GRES RIVER 3 = 135'

C01-35011 Main 119 NOT APPL HS20+Mod 194858.73'2 -1.1MI S OF WHITTEMORE

M-65 HALL CREEK 1 = 10'

C02-35011 Main 119 NOT APPL HS20+Mod 1900113.85'2 -1.0MI N OF WHITTEMORE

M-65 PORTERFIELD CREEK 1 = 12'

B01-35012 Main 302 BITUMINOUS HS20 195243.31'2 -6.0 MI N OF M 55

M-65 BR HALE CR 1 = 45'


Appr 1034.5 MI S. OF ALCONA CO.L.M-65 AU SABLE R 4 = 320'

C01-35012 Main 119 NOT APPL HS20+Mod 190079.72'2 -2.5MI S OF HALE

M-65 ADDY DRAIN 1 = 14'

C02-35012 Main 119 NOT APPL HS20+Mod 190059.71'2 -2.5MI N OF HALE

M-65 SMITH CREEK 1 = 16'

- 118 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



.8 MI E OF OGEMAW CO LINEM-55 AU GRES R 1 = 35'


1.0 MI E OF OGEMAW CO LINM-55 AU GRES R 1 = 35'


1.5 MI W OF M 65M-55 HOPE CR 3 = 127'

B01-35022 Main 332 BITUMINOUS HS20 195433.14'2 -4.0 MI E OF M 65

M-55 E BR AU GRES R 3 = 178'

B02-35022 Main 302 BITUMINOUS HS20 195046.26'2 -IN TAWAS CITY

M-55 TAWAS RIVER 1 = 60'

C01-35022 Main 119 NOT APPL HS20+Mod 190089.9'2 -8.9MI W OF TAWAS CITY


B01-35031 Main 532 MONO CONC HS25 198448.56'2 -IN TAWAS CITY

US-23 TAWAS R 1 = 70'

C01-35031 Main 119 NOT APPL HS20+Mod 190056.43'2 -5.2MI S OF TAWAS CITY

US-23 MASON CREEK 1 = 12'

R01-35031 Main 302 BITUMINOUS H15 193138.39'2 -2.0 MI N OF ARENAC CO LIN

US-23 PRIVATE RR (ABN) 1 = 40'

R02-35031 Main 302 MONO CONC H15/1989 193138.39'2 -

2.2 MI N OF ARENAC CO LINUS-23 PRIVATE RR 1 = 40'

B01-35032 Main 332 LATEX CONC HS20 197255.77'2 -IN AU SABLE

US-23 AU SABLE RIVER 3 = 233'

C01-35032 Main 119 NOT APPL HS20+Mod 196355.77'2 -3.1MI S OF OSCODA

US-23 DEAD AU SABLE RIVER 1 = 10'

Iron**************B01-36011 Main 104 MONO CONC H15 192226.9'2 -

AT WISCONSIN ST LINEM-73 BRULE R 2 = 78'

B01-36021 Main 302 BITUMINOUS H20 193738.39'2 -5.3 MI SE OF GOGEBIC CO L

US-2 COOKS RUN R 3 = 135'


3.8 MI NW OF M-73US-2 S BR IRON RIVER 1 = 27'

- 119 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



US-2 NASH CR 1 = 16'

B02-36022 Main 104 BITUMINOUS H15 192937.73'2 -9.1 MI W OF CRYSTAL FALLS

US-2 CHICAGOAN CR 1 = 31'

B03-36022 Main 201 BITUMINOUS H20 194245.28'2 -4.3MI W OF CRYSTAL FALLS

US-2 FORTUNE LAKE OUTLET 3 = 70'

B04-36022 Main 505 MONO CONC HS25 199768.57'4 -400 FT NO OF S GENESEE

US-2 (ADAMS ST) IRON RIVER 1 = 100'

B01-36023 Main 124 BITUMINOUS H15 192937.07'2 -IN CRYSTAL FALLS

M-69 PAINT RIVER 2 = 262'


5.8 MI E OF CRYSTAL FALLSM-69 MICHIGAMME R 3 = 150'

B01-36031 Main 532 MONO CONC HS20 198838.71'2 -@ WISCONSIN ST LINE

M-189 BRULE R 1 = 102'

B01-36051 Main 302 LATEX CONC H20 194038.39'2 -@ WISCONSIN STATE LINE

US-2,US-141 BRULE R 3 = 165'


1.8MI S OF CRYSTAL FALLSUS-2,US-141 DUNN CR 1 = 23'

C01-36051 Main 119 NOT APPL HS20+Mod 1900173.88'2 -2.0MI N OF WISCONSIN SL

US-2,US-141 STAGER CR 2 = 12'

B04-36052 Main 332 BITUMINOUS HS20 196142.98'2 -4.0MI S OF BARAGA CO LINE

US-141 E BR NET R 3 = 126'

B07-36052 Main 532 MONO CONC HS20 197046.26'2 -4.0 MI NW OF CRYSTAL FALL

US-141 PAINT RIVER 3 = 208'

C01-36052 Main 319 NOT APPL HS20+Mod 1971119.75'2 -4.5MI N OF AMASA

US-141 LITTLE HEMLOCK R 1 = 10'

C02-36052 Main 119 NOT APPL HS20+Mod 1900114.83'2 -0.1MI S OF BARAGA COL

US-141 CEDAR CR 1 = 10'

C03-36052 Main 319 NOT APPL HS20+Mod 1971211.94'2 -0.6MI N OF US-2

US-141 BRIAR HILL CR 2 = 14'

C04-36052 Main 319 NOT APPL HS20+Mod 197135.76'2 -PARK FARMS RD(AMASA)

US-141 HEMLOCK RIVER 2 = 30'

- 120 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


Isabella**************B01-37013-1 Main 332 LATEX CONC HS20 196146.92'2 -

4.7MI N OF GRATIOT CO LINUS-27 NB LITTLE SALT R 1 = 50'

B01-37013-2 Main 332 MONO CONC HS20 196146.92'2 - 4.7MI N OF GRATIOT CO LIN

US-27 SB LITTLE SALT R 1 = 50'

C01-37013 Main 119 NOT APPL HS20+Mod 1961150.26'4 - 0.5 MI W OF SHEPHERD RD

US-27 POTTER CR. 2 = 19'

C02-37013 Main 119 NOT APPL HS20+Mod 196176.44'2 - 1.5 MI S OF M-20

US-27SB ONION DR 2 = 16'

C03-37013 Main 119 NOT APPL HS20+Mod 196181.04'2 - 1.5 MI S OF M-20

US-27NB ONION DR. 2 = 16'


14' -2'' L 196531.17'2 -

1.0MI N OF GRATIOT CO LINCOE RD US-27 4 = 208'


14' -7'' L 196431.17'2 -

3.1MI N OF GRATIOT CO LINPLEASANT VALLEY RD US-27 4 = 209'


14' - /199011'' L 196032.81'2 -

4.1MI N OF GRATIOT CO LINBLANCHARD RD US-27 4 = 206'


15' -8'' L 196435.1'2 -

5.7MI N OF GRATIOT CO LINSHEPHERD RD US-27 4 = 231'


14' -0'' L 196531.17'2 -

4.0 MI S OF M-20SUMMERTON RD US-27 4 = 242'

2 - 8.9' L 19' RS06-37013 Main 382 LATEX CONC 14' - HS204'' L 196136.75'2 -

@ S JCT US-27BRUS-27BR NB US-27 SB 3 = 232'


14' -9'' L 196433.14'2 -

2.0 MI S OF M-20BROOMFIELD RD US-27 4 = 206'


14' - 196157.09'3 -

@ M-20US-27 NB M-20 3 = 147'


@ M-20`US-27 SB M-20 3 = 147'


14' -9'' L 196535.1'2 -

.7 MI S OF M-20BROADWAY RD US-27 4 = 206'

B01-37014-1 Main 332 LATEX CONC HS20 196135.76'2 - 1.9MI NW OF M-20

US-27 NB CHIPPEWA R 3 = 201'

- 121 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-37014-2 Main 332 LATEX CONC HS20 196135.76'2 - 1.9 MI NW OF M-20

US-27 SB CHIPPEWA R 3 = 201'

B02-37014-1 Main 332 LATEX CONC HS20 196146.92'2 - IN ROSEBUSH

US-27 NB SALT R 1 = 30'

B02-37014-2 Main 332 MONO CONC HS20 196146.92'2 - IN ROSEBUSH

US-27 SB SALT R 1 = 30'

C01-37014 Main 119 NOT APPL HS20+Mod 196185.96'2 - 0.6MI N OF BASE LINE RD

US-27SB NEFF DR 2 = 19'

C02-37014 Main 119 NOT APPL HS20+Mod 196175.79'2 - 0.6 MI N OF BASE LINE RD

US-27NB NEFF DR. 2 = 19'

C03-37014 Main 119 NOT APPL HS20+Mod 196162.99'2 - 1.0 MI N OF BEAL CITY RD

US-27SB LEWIS DR 2 = 19'

C04-37014 Main 119 NOT APPL HS20+Mod 196162.99'2 - 1.0 MI N OF BEAL CITY RD

US-27NB LEWIS DR 2 = 19'

C05-37014 Main 119 NOT APPL HS20+Mod 1900189.96'4 - 2.7 MI S OF CLARE COL

US-27 MCDONALD DR. 2 = 16'


24' - 196147.9'3 -

.1 MI N OF US-27 BRUS-27 NB E RIVER RD RR (ABN) 3 = 190'

2 - 41.3' RR01-37014-2 Main 332 LATEX CONC 24' - HS205'' L 196147.9'3 -

.1 MI N OF US-27 BRUS-27 SB EAST RIVER RD RR(ABN) 3 = 198'

2 - 52.5' R 0'' RR02-37014-1 Main 332 BITUMINOUS HS20

17' - 196235.76'2 -

@ US-10US-27 NB CSX RR & EX US-10 (ABN) 5 = 285'

2 - 33.8' L R02-37014-2 Main 332 BITUMINOUS 18' - HS200'' L 196235.76'2 -

@ US-10US-27 SB CSX RR & EX US-10 (ABN) 5 = 285'


14' -7'' L 196433.14'2 -

0.7 MI N OF M-20ISABELLA RD US-27 4 = 230'


@ US-27 BRUS-27 BR NB US-27 SB 3 = 236'


14' -2'' L 196531.17'2 -

1.1MI N OF US-27 BRBASELINE RD US-27 4 = 210'


15' -10'' L 196431.17'2 -

3.1 MI N OF US-27BRBEAL CITY RD US-27 4 = 218'

- 122 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' -9'' L 196134.78'2 -

IN ROSEBUSHROSEBUSH RD US-27 4 = 212'


14' -7'' L 196531.17'2 -

6.1 MI S OF US-10VERNON RD US-27 4 = 204'


4.1 MI S OF US-10COLEMAN RD US-27 SB 3 = 128'


14' -8'' L 196431.17'2 -

2.1 MI S OF US-10GRASS LAKE RD US-27 4 = 216'

2 - 56.1' RS09-37014 Main 382 LATEX CONC 15' - HS200'' L 196136.75'2 -

@ US-27 BR N CLARE EXITNB US-27 BR US-27 3 = 223'


14' - 196533.14'2 -

4.1 MI S OF US-10COLEMAN RD US-27 NB 3 = 126'


7.2MI E OF MECOSTA CO LINM-20 CHIPPEWA R 2 = 80'


4.5 MI W OF US-27BRM-20 N BR CHIPPEWA R 1 = 50'

B03-37021 Main 532 LATEX CONC H15 199664.63'4 - IN MT PLEASANT

M-20 CHIPPEWA R 1 = 130'

C01-37021 Main 319 NOT APPL HS20+Mod 1973107.94'2 -0.5 MI E OF MECOSTA COL

M-20 PONY CR. 1 = 15'


13' - 193822.97'

IN MT PLEASANTANN ARBOR RR M-20 1 = 65'

C01-37022 Main 119 NOT APPL HS20+Mod 197975.79'5 - AT PARK INN

M-20 BR. CHIPPEWA R 1 = 14'

C02-37022 Main 119 MONO CONC 1979AT SHEPARD RD

M-20 NO NAME DRAIN 11'


14' -6'' L 196232.81'2 -

3.4MI NW OF MIDLAND CO LILOOMIS RD US-10 4 = 234'


14' -6'' L 196130.84'2 -

2.2MI SE OF CLARE CO LINELEATON RD US-10 4 = 245'

1 - 33.5' RS03-37032 Main 332 LATEX CONC 15' - HS20+Mod1'' L 196246.92'2 -

1.4MI SE OF CLARE CO LINEUS-10 WB US-10 RAMP 3 = 151'

- 123 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C06-37104 Main 119 NOT APPL HS20+Mod 19612 -1.3 MI N OF BEAL CITY RD

US-27 SB CATKINS DRAIN 1 = 12'

C07-37104 Main 119 NOT APPL HS20+Mod 19612 -1.3 MI N OF BEAL CITY RD

US-27 NB CATKINS DRAIN 1 = 12'

V01-37900 Main 119 BITUMINOUS H20 200147.66'2 -4.3 MI E OF US-27

PERE MARQ-RAIL TR LOOMIS ROAD 1 = 20'

Jackson**************B01-38011 Main 532 MONO CONC HS25 199946.92'2 -

.1 MI S OF EATON CO LINE M-99 SPRING BROOK 1 = 55'

C01-38011 Main 119 NOT APPL HS20+Mod 193935.43'2 -5.8 MILES S OF SPRINGPORT

M-99 S BR OF RICE CREEK 1 = 14'

C02-38011 Main 119 NOT APPL HS20+Mod 193963.98'2 -2 M SOUTH OF SPRINGPORT

M-99 N BR OF RICE CREEK 1 = 10'

B01-38021 Main 505 BITUMINOUS H15 200037.4'2 - 1.3 MI E OF M-50

M-124 RAISIN R 1 = 46'

B02-38021 Main 101 BITUMINOUS H15 193145.93'2 -.1 MI N OF LENAWEE CO LIN

M-124 LAGOON R 1 = 24'

B01-38051 Main 532 MONO CONC HS20 197650.52'2 -30 MI NE OF I94

M-106 PORTAGE RIVER 2 = 90'

B02-38051 Main 302 BITUMINOUS H20 193940.35'2 -4.7 MI S & W OF INGHAM CO

M-106 PORTAGE R DRAIN 1 = 45'

C01-38051 Main 119 NOT APPL HS20+Mod 195861.35'2 -4 MILES SW OF MUNITH

M-106 BATTEESE CREEK 1 = 12'

B01-38061 Main 104 BITUMINOUS H15 193277.43'2 -IN CONCORD

M-60 N BR KALAMAZOO R 1 = 31'

B02-38061 Main 104 BITUMINOUS H15 192843.96'2 -3.4 MI NE OF SPRING ARBOR

M-60 SANDSTONE R 1 = 27'

C01-38061 Main 119 NOT APPL HS20+Mod 1900187.99'4 -2.3 M SOUTH OF I-94

M-60 MC CALN DRAIN 2 = 16'


23' - 195848.23'3 -

@ I-94 BL (MICHIGAN AV) M-60 EB CONRAIL & I-94 BL 4 = 240'

- 124 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



23' - 195836.42'2 -

@ I-94 BL M-60 WB CONRAIL & I-94 BL 4 = 240'


15' -1'' L 195833.14'2 -

2.5 MI S OF I-94 MCCAIN RD M-60 4 = 245'


14' - 195847.24'2 -

@ I-94 M-60 EB I-94 4 = 171'


14' - 195847.24'2 -

@ I-94 M-60 WB I-94 4 = 171'

B01-38071 Main 505 BITUMINOUS HS25 192738.06'2 - N LTS OF BROOKLYN

M-50 GOOSE CR 1 = 59'

B02-38071 Main 302 BITUMINOUS H15 192645.28'2 -3.0 MI SE OF JACKSON

M-50, US-127 BR GRAND R 1 = 50'

C01-38071 Main 119 NOT APPL HS20+Mod 190034.45'2 - 0.2 M N OF LENAWEE COLINE

M-50 BRIGGS LAKE CREEK 1 = 16'

C02-38071 Main 119 NOT APPL HS20+Mod 190034.78'2 - 0.3 M SOUTH OF NAPOLEON

M-50 STONE LAKE EXT 1 = 12'

C03-38071 Main 119 NOT APPL HS20+Mod 190034.78'2 - 3 M SE OF JACKSON CTY LMT

M-50 ACKERSON LAKE DRAIN 1 = 10'

R01-38071 Main 532 MONO CONC HS20 196676.12'4 - IN JACKSON

US-127 BR CONRAIL 3 = 139'

R01-38072 Main 211 BITUMINOUS H15/1952 192335.43'2 -

IN JACKSON (WEST AVE)M-50,US-127BR CONRAIL 3 = 91'

B01-38073 Main 392 BITUMINOUS H20 192736.42'2 - IN TOMKINS CENTER

M-50 SANDSTONE CR 1 = 65'

C01-38073 Main 119 NOT APPL HS20+Mod 190055.45'2 - 1.9 M SE OF EATON CO LINE

M-50 OTTER CREEK 1 = 10'

B02-38083 Main 332 MONO CONC HS20 196762.99'4 - IN JACKSON (CLINTON ST)

I-94BL,US127BR,M50 GRAND RIVER 1 = 54'


IN JACKSON (MILWAUKEE ST)I-94BL,US127BR,M50 GRAND R 2 = 74'

B01-38101 Main 402 LATEX CONC HS20 1953100.39'4 - 3.0 MI W OF M-60

I-94 SANDSTONE R 3 = 120'

- 125 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C01-38101 Main 119 NOT APPL HS20+Mod 1900164.04'4 - 1.0 M W OF US-127

I-94 THOMPSON LAKE DR 1 = 11'


.4 MI W OF M-106I-94 CONRAIL & GRAND R 8 = 653'


14' -1'' L 195499.41'4 -

6.3 MI W OF M-60 I-94 PARMA RD 3 = 146'


14' -7'' L 195833.14'2 -

3.2 MI W OF M-60 DEARING RD I-94 4 = 214'


14' -2'' L 195846.92'2 -

2.2 MI W OF M-60 SANDSTONE RD I-94 4 = 160'


14' -5'' L 195833.14'2 -

.5 MI W OF M-60 BLACKMAN RD I-94 4 = 161'


14' - /19823'' L 195893.83'4 -

1.1 MI E OF M-60 AIRPORT RD I-94 4 = 159'

4 - 64' R 2'' RS06-38101 Main 332 LATEX CONC 14' - HS20

14' -2'' L 195389.57'4 -

@ US-127 & M-50I-94 US-127 & M-50 3 = 134'


13' - /197410'' L 195164.3'4 -

.6 MI E OF M-50 LANSING RD I-94 3 = 183'

4 - 37.1' L 37.1' R 0'' RS08-38101-1 Main 332 BITUMINOUS 16' - HS20

13' -11'' L 197535.89'2 -

@M-106 (COOPER STREET)M-106 NB I-94 1 = 82'


13' - /197511'' L 194850.2'4 -

@ M-106 (COOPER ST)M-106 SB I-94 1 = 82'


14' -1'' L 194938.39'2 -

1.0 MI E OF M-106ELM RD I-94 3 = 168'


14' -5'' L 195833.46'2 -

.2 MI W OF E JCT US-127 DETTMAN RD I-94 5 = 208'


14' -1'' L 195833.46'2 -

.5 MI W OF E JCT I-94 BLHAWKINS RD I-94 4 = 164'


14' - 194978.41'4 -

@ I-94 BL WBI-94 I-94BL SB 3 = 125'


14' -9'' L 195937.4'2 -

@ M-99 M-99 I-94 4 = 228'

- 126 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' -9'' L 195933.14'2 -

1.5 MI E OF M-99 GIBBS RD I-94 4 = 227'


14' - 195947.9'2 -

3.1 MI E OF M-99 I-94 EB CONCORD RD 3 = 118'


14' - 195947.9'2 -

3.1 MI E OF M-99 I-94 WB CONCORD RD 3 = 118'


14' -10'' L 195933.14'2 -

4.3 MI E OF M-99 MICHIGAN AVE I-94 4 = 211'


16' -11'' L 196033.14'2 -

.6 MI E OF E JCT I-94 BL SARGENT RD I-94 4 = 213'


16' -3'' L 196031.17'2 -

1.7 MI E OF E JCT I-94 BLWHIPPLE RD I-94 4 = 239'


14' - 196046.92'2 -

6.4 MI W OF E CO LINEI-94 WB RACE RD 3 = 112'


14' - 196046.92'2 -

6.4 MI W OF E CO LINEI-94 EB RACE RD 3 = 109'


16' -8'' L 196033.14'2 -

3.7 MI W OF WASHTENAW CO MT HOPE RD I-94 4 = 213'


16' -11'' L 196033.14'2 -

.9 MI W OF WASHTENAW CO LCLEAR LAKE RD I-94 4 = 210'

B01-38111 Main 104 BITUMINOUS HS20 1955111.55'4 - 3.0 MI N OF HILLSDALE CO

US-127 GRAND R 1 = 35'

B02-38111-1 Main 104 MONO CONC HS20 195745.28'2 - 4.7 MI N OF HILLSDALE CO

US-127 NOT USED GRAND R 1 = 35'

B02-38111-2 Main 104 MONO CONC HS20 195345.28'2 - 4.7 MI N OF HILLSDALE CO

US-127 SB GRAND R 1 = 35'

B03-38111-1 Main 332 MONO CONC HS20/1996 195945.28'2 -

4.8 MI S OF I-94 US-127 NB S BR OF GRAND R 1 = 60'


4.8 MI S OF I-94 US-127 SB S BR OF GRAND R 1 = 60'


4.0 MI S OF I-94 US-127 NB GRAND R 3 = 118'

- 127 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



4.0 MI S OF I-94 US-127 SB GRAND R 3 = 118'


14' - 195936.42'2 -

@ N JCT M-50 US-127 NB CONRAIL & M-50 4 = 292'


16' - 195936.42'2 -

@ N JCT M-50 US-127 SB CONRAIL & M-50 4 = 277'

R02-38111-1 Main 332 BITUMINOUS HS20 195945.28'2 - 1.5 MI S OF I-94 BL


R02-38111-2 Main 332 BITUMINOUS HS20 195945.28'2 - 1.5 MI S OF I-94 BL



14' -9'' L 195946.26'3 -

@ S JCT M-50 M-50 US-127 4 = 184'


15' -0'' L 195936.42'2 -

2.8 MI S OF I-94 BL E SOUTH ST US-127 4 = 210'


14' -8'' L 195855.12'4 -

1.4 MI S OF I-94 BL PAGE RD US-127 4 = 206'

5 - 74.8' R 6'' RS04-38111-1 Main 332 BITUMINOUS HS20

14' - 195845.28'2 -

@ I-94 BL US-127 NB I-94BL 3 = 147'

5 - 74.8' R 6'' RS04-38111-2 Main 332 BITUMINOUS 14' - HS20

14' -4'' L 195845.28'2 -

@ I-94 BL US-127 SB I-94BL 3 = 147'

4 - 45.3' L 45.3' R 11'' RS05-38111-1 Main 332 BITUMINOUS HS20

14' - 195845.28'2 -

@ E JCT I-94 US-127 NB I-94 4 = 165'


14' - 195845.28'2 -

@ E JCT I-94 US-127 SB I-94 4 = 165'

B01-38131-1 Main 332 LATEX CONC HS20 195745.28'2 - 1.5 MI S OF INGHAM CO LIN

US-127 NB GRAND R 2 = 96'

B01-38131-2 Main 332 LATEX CONC HS20 195745.28'2 - 1.5 MI S OF INGHAM CO LIN

US-127 SB GRAND R 2 = 96'

C01-38131 Main 119 NOT APPL HS20+Mod 1958127.95'4 - 2.8 M N OF JACKSON CTY LM

US-127 RIVES & BLACKMAN DR 1 = 11'

R01-38131-1 Main 332 LATEX CONC HS20 195746.26'2 - 3.4 MI N OF I-94


- 128 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


R01-38131-2 Main 332 LATEX CONC HS20 195746.26'2 - 3.3 MI N OF I 94



14' - 195854.13'3 -

1.4 MI N OF I-94 US-127, M-50 NB PARNELL RD 3 = 123'


14' - 195854.13'3 -

1.4 MI N OF I-94 US-127, M-50 SB PARNELL RD 3 = 123'


14' -3'' L 195737.4'2 -

@ M-50 NB 2 MI N OF I-94 M-50 NB US-127 4 = 284'


14' -7'' L 197159.38'4 -

0.3 MI N OF I-94 SPRINGPORT ROAD US-127 4 = 206'


14' -3'' L 196633.14'2 -

4.0 MI N OF I-94 VAN HORN RD US-127 4 = 171'


14' -1'' L 196633.14'2 -

5.5MI N OF I-94 HENRY RD US-127 4 = 171'


14' - 196641.67'2 -

3.0 MI S OF N CO LINE US-127 NB BERRY RD 3 = 111'


14' - 196641.67'2 -

3.0 MI S OF N CO LINE US-127 SB BERRY RD 3 = 111'


14' - 196641.67'2 -

.8 MI S OF CO LINEUS-127 NB TERRITORIAL RD 3 = 105'


14' - 196641.67'2 -

.8 MI S OF CO LINE,TERRITUS-127 SB TERRITORIAL RD 3 = 105'

Kalamazoo**************


15' - /199711'' L 196382.02'2 -

2.8 MI S OF I-94CENTRE AVE (Q AVE) US-131 4 = 219'


14' -9'' L 199958.4'3 -

0.6 MI S OF I-94MILHAM RD (O AVE) US-131 4 = 211'


US-131 SB PORTAGE CREEK 2 = 12'


US-131 NB PORTAGE CREEK 2 = 12'

- 129 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



27' - 196336.42'2 -

3.0 MI N OF I-94US-131 NB AMTRAK & KL AVE 5 = 305'


27' - 196336.42'2 -

3.0 MI N OF I-94US-131 SB AMTRAK & KL AVE 5 = 305'


16' -2'' L 196335.1'2 -

1.6 MI N OF I-94PARKVIEW (M AVE) US-131 4 = 243'


14' -5'' L 196385.3'4 -

2.3 MI N OF I-94I-94 BL (STADIUM) US-131 4 = 237'


16' -6'' L 196333.14'2 -

2.5 MI N OF I-94MICHIGAN AVE US-131 4 = 302'


14' -10'' L 196284.97'6 -

4.3 MI N OF I-94M-43 (MAIN STREET) US-131 4 = 230'


14' -10'' L 196232.81'2 -

5.8 MI N OF I-94H AVE US-131 4 = 248'


15' - 196342.32'2 -

AT N JCT US-131 BRUS-131 BR SB US-131 NB 3 = 222'


14' -0'' L 196334.78'2 -

1.5 MI N OF N JCT US-131RAVINE ROAD US-131 4 = 319'


15' - 196243.64'2 -

3.0 MI S OF ALLEGAN COUS-131 SB D AVE 3 = 110'


15' - 196243.64'2 -

3.0 MI S OF ALLEGAN COUS-131 NB D AVE 3 = 111'


14' -10'' L 196230.84'2 -

1.0 MI S OF ALLEGAN COB AVE US-131 4 = 211'

C01-39022 Main 119 MONO CONC HS20+Mod 1964267.39'4 -5.8 MI E OF US-131

I-94 OLMSTEAD CREEK 2 = 16'

C02-39022 Main 119 MONO CONC HS20+Mod 1965113.85'4 -4.6 MI E OF I-94 BL

I-94 MARSH DRAIN 1 = 10'


4.8 MI E OF US-131I-94 NORFOLK SOUTHERN 3 = 141'

R02-39022 Main 332 BITUMINOUS HS20 196535.1'2 -3.0 MI E OF US-131

I-94 EB NORFOLK SO. & PORTAGE CR 4 = 267'

- 130 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



I-94 EB GTW RR 3 = 137'


I-94 WB GTW RR 3 = 138'

R05-39022 Main 332 BITUMINOUS HS20 196535.1'2 -3.0 MI E OF US-131

I-94 WB NORFOLK SO. & PORTAGE CR 4 = 263'


14' -7'' L 195955.45'3 -

2.4 MI E OF US-131I-94 EB S WESTNEDGE AVE 4 = 150'


14' - /19777'' L 195755.45'3 -

2.4 MI E OF US-131I-94 WB S WESTNEDGE AVE 4 = 150'


14' -3'' L 195633.14'2 -

3.2 MI E OF US-131LOVERS LANE I-94 4 = 207'


14' - /19744'' L 1956115.81'6 -

4.0 MI E OF US-131I-94 PORTAGE ROAD 4 = 182'


15' -11'' L 196870.21'4 -

6.2 MI E OF US-131SPRINKLE ROAD I-94 4 = 260'


14' -9'' L 195531.17'2 -

7.0 MI E OF US-131MILLER RD (L AVE) I-94 4 = 263'


16' -4'' L 195535.1'2 -

AT I-94 BLI-94 BL EB I-94 4 = 208'


16' -7'' L 195131.17'2 -

4.2 MI E OF I-94 BLSHAFTER RD (35TH) I-94 3 = 191'


15' -8'' L 195131.17'2 -

5.7 MI E OF I-94 BLSCOTT ROAD (38 TH) I-94 4 = 192'


14' - /1957 1952100.39'4 -

6.6 MI E OF I-94 BLI-94 E MICHIGAN AVE (40TH ST) 3 = 153'


16' -1'' L 196836.42'2 -

6.5 MI E OF US-131CORK STREET I-94 4 = 225'


17' -2'' L 197366.27'4 -

4.2 MI E OF US-131KILGORE ROAD I-94 4 = 328'

C01-39024 Main 119 MONO CONC HS20+Mod 1959320.54'4 -0.3 MI W OF US-131

I-94 WEST FORK PORTAGE CREEK 2 = 12'

- 131 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' -7'' L 195933.14'2 -

2.1 MI E OF VAN BUREN CO4 TH STREET I-94 4 = 259'


17' -6'' L 195933.14'2 -



16' -8'' L 199683.33'5 -


2 - 42' R 10'' RS04-39024-3 Main 104 LATEX CONC HS20

18' - 195947.24'2 -

0.6 MI W OF US-131I-94 EB 12 TH STREET 3 = 143'


14' - 195947.24'2 -

0.6 MI W OF US-131I-94 WB 12 TH STREET 3 = 143'

3 - 65.6' RS07-39024-3 Main 332 LATEX CONC 14' - HS20+Mod8'' L 196377.43'2 -

AT US-131 SBI-94 EB & CD RAMP US-131 SB 3 = 138'


14' - 196347.9'3 -

AT US-131 SBI-94 WB US-131 SB 3 = 138'


14' - 196377.43'2 -

AT US-131 NBI-94 EB & CD RAMP US-131 NB 3 = 139'


14' - 196347.9'2 -

AT US-131 NBI-94 WB US-131 NB 3 = 139'


15' - /19887'' L 195977.43'5 -

Appr 5051.2 MI E OF US-131OAKLAND DRIVE I-94 6 = 243'

B01-39031 Main 219 BITUMINOUS H15 192253.81'2 -IN AUGUSTA (E&W MICH AVE)

M-96 MILL RACE 2 = 29'

B01-39032 Main 505 MONO CONC HS20 196246.92'2 -AT SE LIMITS OF AUGUSTA

M-96 (MICH AVE) KALAMAZOO RIVER 3 = 197'


0.1 MI W OF KALAMAZOO RI-94 BL (MICH AVE) PORTAGE CREEK 1 = 45'


0.2 MI E OF KALAMAZOOM-96 (KING HWY) KALAMAZOO RIVER 3 = 195'

C01-39042 Main 119 BITUMINOUS HS20+Mod 194778.74'2 -1.7 MI W OF COMSTOCK

M-96 (KING HWY) KALAMAZOO R BACKWATER 2 = 12'



- 132 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************




C04-39042 Main 119 BITUMINOUS HS20+Mod 194768.9'2 -IN COMSTOCK

M-96 (KING HWY) COMSTOCK CREEK 1 = 12'

2 - 39.7' R 3'' RS01-39042 Main 505 BITUMINOUS 16' - HS20+Mod

16' -3'' L 196763.98'2 -

1.9 M N OF I-94SPRINKLE ROAD M-96 (KING HIGHWAY) 3 = 112'


14' - 196347.9'2 -

3.2 MI E OF US-131US-131 BR NB DOUGLAS AVE 3 = 138'


14' - 196342.65'2 -

3.2 MI E OF US-131US-131 BR SB DOUGLAS AVE 3 = 138'


14' - /1997 196437.4'2 -

2.5 MI E OF US-131BARNEY RD (H AVE) US-131 BR 4 = 208'


14' - /2000 196347.24'2 -

2.0 MI E OF US-131US-131 BR NB NICHOLS ROAD (14TH ST) 3 = 138'


14' - /2000 196347.24'2 -

2.0 MI E OF US-131US-131 BR SB NICHOLS ROAD (14TH ST) 3 = 139'


14' - 196342.65'2 -

1.2 MI E OF US-131US-131 BR SB RAVINE ROAD 3 = 116'


15' - 196342.65'2 -

1.2 MI E OF US-131US-131 BR NB RAVINE ROAD 3 = 115'

5 - 78.4' R 10'' RP01-39052 Main 402 OTHER HS20+Mod

15' - 19645.91'

1.2 MI N OF I-94PEDESTRIAN M-331 (S WESTNEDGE AVE) 1 = 120'

B01-39082 Main 505 MONO CONC HS25 199574.48'4 -IN KALAMAZOO

M-43 (E MICH AVE) KALAMAZOO RIVER 3 = 255'

6 - 59.7' L X01-39082 Main 325 NONE 14' - RAILROAD3'' L 193644.62'

IN KALAMAZOONORFOLK SOUTHERN M-43 (E MICH AVE) 1 = 77'

B01-39102 Main 302 BITUMINOUS HS20 194946.26'2 -0.1 MI W OF 37 TH STREET

M-89 GULL CREEK 3 = 165'

B02-39102 Main 505 BITUMINOUS HS25 199347.24'2 -0.1 MI E OF 42 ND STREET

M-89 AUGUSTA CREEK 1 = 45'

C01-39102 Main 119 BITUMINOUS HS20+Mod 193047.9'2 -0.3 MI NW OF CALHOUN CO

M-89 7 MILE CREEK 1 = 14'

- 133 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C01-39103 Main 119 BITUMINOUS HS20+Mod 190037.4'2 -200 FT E OF 27 TH STREET

M-89 SPRING BROOK 1 = 10'

C01-39121 Main 119 MONO CONC HS20+Mod 1950113.85'2 -1.4 M SE JCT M-96 & I-94L

I-94 BL DAVIS CREEK 2 = 12'

Kalkaska**************B01-40011 Main 104 BITUMINOUS H20

/2000 194040.03'2 -

S LTS OF KALKASKAUS-131 N BR BOARDMAN R 1 = 30'

C01-40011 Main 119 NOT APPL HS20+Mod 194156.76'2 -0.3MI N OF BOARDMAN

US-131 S BR BOARDMAN R. 1 = 10'

C02-40022 Main 119 NOT APPL HS20+Mod 190050.85'2 -7.1 MI W OF CRAWFORD CO

M-72 MANISTEE R 1 = 19'

C03-40022 Main 119 NOT APPL HS20+Mod 190064.96'2 -4MI W OF CRAWFORD COL


B01-40031 Main 532 LATEX CONC HS25 197951.84'2 - 1.1MI N OF MISSAUKEE COL

M-66 MANISTEE RIVER 2 = 160'

Kent**************B02-41013 Main 382 MONO CONC HS20

/1964 192954.13'4 -

4.9 MI SW OF ROCKFORD M-44 GRAND R 6 = 410'

B01-41014 Main 382 LATEX CONC HS25 197967.91'4 -IN GRAND RAPIDS (LEONARD

US-131 BR GRAND RIVER 7 = 610'


15' - 196474.15'4 -

IN GRAND RAPIDS MICHIGAN ST US-131 BR 1 = 75'


3.2 MI E OF M-11 I-96 EB THORNAPPLE R 4 = 440'


3.2 MI E OF M-11 I-96 WB THORNAPPLE R 4 = 440'


I-96EB SCHUMAN CR. 1 = 12'


I-96WB SCHUMAN CR. 1 = 12'


20.0 MI W OF PORTLAND I-96 EB MID MICH RR 3 = 166'

- 134 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



20.0 MI W OF PORTLAND I-96 WB MID MICH RR 3 = 166'


16' - /19801'' L 196135.76'2 -

@ M-11 I-96EB M-11 4 = 265'


14' - /19804'' L 196135.76'2 -

@ M-11 I-96WB M-11 4 = 265'


16' - /19960'' L 196161.02'4 -

Appr 505.6 MI E OF M-11 KRAFT AVE. I-96 4 = 214'


17' - /19801'' L 196132.81'2 -

2.0 MI E OF M-11 THORNAPPLE R DR I-96 4 = 299'


14' - /19807'' L 195933.14'2 -

4.7 MI E OF M-11 WHITNEYVILLE AVE. I-96 4 = 276'


15' - /19802'' L 195933.14'2 -

1.9 MI W OF M-50 & M-91 MORSE LAKE AVE. I-96 4 = 227'


15' - /19801'' L 195937.4'2 -

@ M-50 M-50 I-96 4 = 227'


15' - /19803'' L 195933.14'2 -

1.7 MI W OF IONIA CO LINESEGWUN RD I-96 4 = 229'

B01-41025-3 Main 382 LATEX CONC HS20+Mod 196236.42'2 -IN GRAND RAPIDS

I-96 EB GRAND R 6 = 769'

B01-41025-4 Main 382 LATEX CONC HS20+Mod 196236.42'2 -IN GRAND RAPIDS

I-96 WB GRAND R 6 = 769'

C01-41025 Main 119 NOT APPL HS20+Mod 196135.76'4 -AT BURTON ST

I-96 PLASTER CR 1 = 12'

R01-41025-3 Main 332 LATEX CONC HS20+Mod 196148.88'3 -.3 MI E OF M-44

I-96, M-21 EB GTW RR 3 = 215'

R01-41025-4 Main 332 LATEX CONC HS20+Mod 196148.88'3 -.3 MI E OF M-44

I-96, M-21 WB GTW RR 3 = 215'


16' - 196246.92'2 -

IN GRAND RAPIDS I-96 EB MONROE AVE 3 = 143'


16' - 196246.92'2 -

IN GRAND RAPIDS I-96 WB MONROE AVE 3 = 143'

- 135 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



17' - 196246.92'2 -

IN GRAND RAPIDS I-96 EB COIT AVE 3 = 150'


14' - 196246.92'2 -

IN GRAND RAPIDS I-96 WB COIT AVE 3 = 150'


16' -4'' L 196037.4'2 -

IN GRAND RAPIDS CHENEY AVE I-96 4 = 254'


16' - /19992'' L 196175.79'4 -

IN GRAND RAPIDS M-44 CONN I-96 4 = 272'


17' -0'' L 196132.81'2 -

2.8 MI E & S OF US-131 DEAN LAKE AVE. I-96 4 = 272'


15' -8'' L 196132.81'2 -

3.0 MI E & S OF US-131 3 MI RD I-96 4 = 392'


16' -4'' L 196132.81'2 -

4.1 MI E & S OF US-131 KNAPP STREET I-96 4 = 211'


16' - /19768'' L 196168.24'4 -

IN GRAND RAPIDS LEONARD ST I-96 4 = 247'


16' - 196342.65'2 -

IN GRAND RAPIDS I-96 EB I-196 WB & M-21 3 = 203'


16' -0'' L 196172.83'4 -

IN GRAND RAPIDS M-44 (EAST BELT LI I-96 4 = 315'


14' - 196136.75'2 -

0.2MI E OF GRAND RAPIDS(IM-21 WB I-96 EB RAMP 3 = 219'


16' -3'' L 196136.75'2 -

.3 MI E OF GRAND RAPIDS M-21 WB I-96 & M-21 4 = 311'


17' -2'' L 196148.88'3 -

.4 MI E OF GRAND RAPIDS M-21 EB I-96 & M-21 4 = 350'


15' -0'' L 196188.91'6 -

1.0 MI S OF M-21 CASCADE RD I-96 4 = 282'


16' -2'' L 196132.81'2 -

IN KENTWOOD FOREST HILL AVENUE I-96 4 = 295'


16' - /19801'' L 196132.81'2 -

.6 MI W OF M-11 BURTON STREET I-96 4 = 291'

- 136 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-41026 Main 104 INTEG CONC HS20+Mod 196063.32'2 - IN WALKER

I-96 EB SAND CR 1 = 35'

B02-41026 Main 104 LATEX CONC HS20+Mod 196046.92'2 - IN WALKER

I-96 W BD SAND CR 1 = 35'

B03-41026 Main 104 INTEG CONC HS20+Mod 1961202.1'6 - IN WALKER

I-96 INDIAN CR 1 = 35'

R01-41026-3 Main 332 LATEX CONC HS20+Mod 196146.92'2 - IN WALKER

I-96 EB GTW RR 3 = 174'

R01-41026-4 Main 332 LATEX CONC HS20+Mod 196146.92'2 -IN WALKER

I-96 WB GTW RR 3 = 174'


23' - 196235.76'2 -

IN WALKER I96EBCONN TO SB131 W RIVER DR CSX & PC RR 6 = 421'

6 - 62.3' L 59.7' R 2'' RR03-41026 Main 332 LATEX CONC 17' - HS20+Mod

17' -4'' L 196235.76'2 -

0.9 MI E OF M-37 INTRCHG NB131 CONN TO WB96 CSX & CR RR & US-131SB 7 = 493'

2 - 59.7' R 10'' RR04-41026-3 Main 382 LATEX CONC HS20+Mod

19' - 196235.76'2 -

IN WALKER I-96 EB CSX & CR RR & W RIVER DR 6 = 544'


18' - 196235.76'2 -

IN WALKER I-96 WB CSX & CR RR & W RIVER DR 6 = 544'


16' -8'' L 196132.81'2 -

IN WALKER FRUIT RIDGE RD I-96 6 = 370'


16' -7'' L 196132.81'2 -

IN WALKER WALKER AVE I-96 4 = 231'


14' - 196146.92'2 -

IN WALKER I-96 E BD BRISTOL RD 3 = 113'


15' - 196146.92'2 -

IN WALKERI-96 W BD BRISTOL RD 3 = 113'


16' - /1988 1961101.05'7 -

IN WALKER M-37 I-96EB,M-37 3 = 144'


16' - /19883'' L 1961101.05'5 -

IN WALKER M-37 I-96WB ,M-37 3 = 143'


16' - 196249.87'3 -

IN WALKER WB I-296 CONN I-96EB & M-37 3 = 252'

- 137 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' - 196247.9'3 -

IN WALKER I-96 E BD US-131 (I-296) 4 = 315'


18' - 196247.9'3 -

IN WALKER I-96 W BD US-131 (I-296) 4 = 308'

2 - 79.7' R 8'' RB01-41027-4 Main 452 LATEX CONC HS20+Mod

14' - 196447.24'2 -

IN GRAND RAPIDS I-196 WB GRAND R,US131 SCRIB.&TN 26 = 2278'


14' - 196424.61'2 -

IN GRAND RAPIDS I-196 WB TO I-296 SCRIBNER AVE 6 = 372'


25' - 196425.92'1 -

IN GRAND RAPIDS I-196 WB FR US-131 I-196 EB 11 = 650'

2 - 57.7' R 7'' RB01-41027-7 Main 332 MONO CONC HS20+Mod

14' - 196424.61'1 -

IN GRAND RAPIDS I-196 WB TO US131 I-196 EB 8 = 445'

2 - B01-41027-8 Main 332 MONO CONC HS20+Mod 196425.92'1 -

IN GRAND RAPIDS US-131 TO I-196 BROADWAY&TURNER 13 = 780'

B02-41027 Main 452 LATEX CONC HS20+Mod 196458.4'4 -IN GRAND RAPIDS

I-196EB, M-21 GRAND RIVER 7 = 606'

C01-41027 Main 119 NOT APPL HS20+Mod 1964270.01'4 -233' E OF GTWRR

I-196 COLDBROOK DR. 2 = 12'

R01-41027-3 Main 382 MONO CONC HS20+Mod 196449.54'2 -IN GRAND RAPIDS

I-196 M-21 EB GTW RR 3 = 246'


I-196 WB M-21 WB GTW RR 3 = 246'

R02-41027 Main 532 INTEG CONC HS20+Mod 1964195.87'7 - IN GRAND RAPIDS

I-196 & RAMP G GTW RR 1 = 44'


14' -9'' L 196457.41'2 -

IN GRAND RAPIDS I-196 EB BROADWAY AVE & TURNER AV 4 = 177'


17' - 196359.71'4 -

IN GRAND RAPIDS (I-196 WBUS-131 NB I-196 EB, M-21 3 = 132'


14' - 196354.13'2 -

IN GRAND RAPIDS US-131 SB I-196 EB, M-21 3 = 124'


15' - 196382.02'4 -

IN GRAND RAPIDS (I-196 NBUS-131 SB I-196 WB TO I-196,131 NB 4 = 370'

- 138 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - 196369.23'5 -

IN GRAND RAPIDS (6TH ST) US-131 SB 6TH AVE 3 = 143'


14' - 196369.23'5 -

IN GRAND RAPIDS (6TH ST) US-131 NB 6TH AVE 3 = 139'


14' - 196452.17'2 -

IN GRAND RAPIDS (I196 EB)SCRIBNER I-196 EB 3 = 168'


18' - 196458.4'4 -

IN GRAND RAPIDS I-196 EB M-21 MONROE 3 = 179'


19' - 196357.41'3 -

IN GRAND RAPIDS I-196 M-21 EB OTTAWA AVE & RAMP A 3 = 191'


25' - 196345.6'2 -

IN GRAND RAPIDS I-196 M-21 WB OTTAWA AVE & RAMP A 3 = 194'

4 - 28.5' L 43' RS10-41027 Main 332 MONO CONC 14' - HS20+Mod7'' L 196329.2'1 -

IN GRAND RAPIDS I-196 WB RAMP OTTAWA AVE & RAMP A 3 = 160'


14' - 196464.96'3 -

IN GRAND RAPIDS I-196 M-21 EB US-131BR & IONIA 4 = 230'

8 - 66.9' L 69.6' RS12-41027-4 Main 332 LATEX CONC 16' - HS20+Mod0'' L 196445.6'2 -

IN GRAND RAPIDS DIVISION I-196 M-21 WB US-131BR & IONIA 4 = 237'


15' -3'' L 196430.18'1 -

IN GRAND RAPIDS DIVISION I-196 OFF RMP US-131BR & IONIA 3 = 180'

5 - 51.5' L 63' R 8'' RS16-41027 Main 532 MONO CONC H15

18' - 196352.17'3 -

IN GRAND RAPIDS COIT AVE I-196 & M-21 4 = 196'


14' - 196356.76'3 -

IN GRAND RAPIDS LAFAYETTEI-196 M-21 EB LAFAYETTE AVE 3 = 135'


14' - 196348.56'3 -

IN GRAND RAPIDS LAFAYETTEI-196 M-21 WB LAFAYETTE AVE 3 = 135'


18' - 196471.19'4 -

IN GRAND RAPIDS COLLEGE AVE I-196 4 = 188'


15' - 196452.17'2 -

IN GRAND RAPIDS EASTERN AVE I-196 & M-21 4 = 184'

5 - 63' L 56.1' R 11'' RS20-41027 Main 332 MONO CONC H20

15' - 196460.37'4 -

IN GRAND RAPIDS DIAMOND AVE I-196 & M-21 3 = 152'

- 139 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - 196471.19'5 -

IN GRAND RAPIDS FULLER AVE I-196 & M-21 4 = 189'


15' - 196335.1'2 -

IN GRAND RAPIDS MARYLAND AVE I-196 & M-21 4 = 230'


14' - 196342.65'2 -

IN GRAND RAPIDS I-196 M-21 EB PLYMOUTH RD 3 = 136'


15' - 196342.65'2 -

IN GRAND RAPIDS I-196 M-21 WB PLYMOUTH RD 3 = 136'

S26-41027 Main 332 MONO CONC HS20+Mod 196430.18'1 - IN GRAND RAPIDS

I-196 WB OFF RAMP DANLY MACHINE BLDG 2 = 113'

B01-41029 Main 532 MONO CONC HS20+Mod 196556.1'2 - IN GRANDVILLE

I-196 WB M-21 BUCK CR 3 = 97'

B02-41029 Main 532 LATEX CONC HS20+Mod 196542.65'2 -IN GRANDVILLE

I-196 EB M-21 BUCK CR 3 = 118'

2 - 83' R 8'' RB03-41029-3 Main 382 LATEX CONC HS20+Mod

15' - 196346.92'3 -

IN GRAND RAPIDS I-196 M-21 EB MOUND RD & GRAND RIV 10 = 1004'


14' - 196336.42'2 -

IN GRAND RAPIDS I-196 M-21 WB MOUND RD & GRAND RIV 10 = 976'


IN GRANDVILLE I-196 EB M-21 CSX RR & I-196 RMP 5 = 373'

R02-41029 Main 332 MONO CONC HS20+Mod 196447.9'3 - IN GRANDVILLE

I-196 WB M-21 CSX RR 3 = 174'

R03-41029 Main 532 MONO CONC HS20+Mod 196544.29'2 - IN WYOMING

I-196 RAMP M-21BR CSX RR 4 = 218'

R04-41029-3 Main 382 MONO CONC HS20+Mod 196336.42'2 -IN WYOMING

I-196, M-21 EB CONRAIL (NO TRACKS)(ABN) 3 = 303'

R04-41029-4 Main 382 MONO CONC HS20+Mod 196336.42'2 - IN WYOMING

I-196, M-21 WB CONRAIL (NO TRACKS)(ABN) 3 = 317'


I-196, M-21 EB CONRAIL (ABN) 3 = 178'

R06-41029-4 Main 332 MONO CONC HS20+Mod 196442.65'2 - IN GRAND RAPIDS

I-196, M-21 WB CONRAIL (ABN) 3 = 183'

- 140 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



I-196, M-21 EB CSX RR 4 = 280'


I-196, M-21 WB CSX RR 4 = 271'


16' - 196547.9'3 -

IN GRANDVILLE I-196 EB CHICAGO DR 3 = 225'


25' - 197260.37'3 -

IN GRANDVILLE I-196 WB CHICAGO DR 3 = 202'


14' - 196542.65'2 -

IN GRANDVILLE I-196 WB M-11 3 = 157'


15' - 196547.9'3 -

IN GRANDVILLE (M-11 28TH I-196 EB M-11 3 = 157'


17' - 196524.28'1 -

IN GRANDVILLE (I-196 EB) I-196WB RAMP TOM11 I-196EB 3 = 291'


17' - 196524.28'1 -

IN WYOMING (I-196 EB) RMP B M-21BR I-196 I-196 EB 3 = 160'

5 - 24' L 28.9' R 8'' RS07-41029 Main 532 MONO CONC 15' - HS20+Mod

15' -11'' L 196524.28'2 -

IN WYOMING I-196 RAMP A M-21 M-21BR (CHICAGO DR) 3 = 143'


19' - 196442.65'2 -

IN GRAND RAPIDS I-196, M-21 EB BUTTERWORTH 3 = 208'

3 - 59.7' RS08-41029-4 Main 332 MONO CONC HS20+Mod 196442.65'2 -

IN GRAND RAPIDS I-196, M-21 WB BUTTERWORTH ST. 3 = 212'


18' - 196429.2'2 -

IN GRAND RAPIDS RAMP OVER WB I-196 I-196 WB 3 = 142'


18' - /1991 196463.32'4 -

IN GRAND RAPIDS I-196 WB M-45 LAKE MICH DR I-196 WB 3 = 158'


15' - /1991 196455.12'3 -

IN GRAND RAPIDS (M-45) I-196 EB M-45 3 = 209'


29' - 196455.12'3 -

IN GRAND RAPIDS RAMP D M-I-196 EB M-45EB RAMP TO I-196WB 3 = 165'


14' - 196443.96'2 -

IN GRAND RAPIDS I-196, M-21 EB BRIDGE ST 1 = 78'

- 141 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 196456.1'3 -

IN GRAND RAPIDS I-196, M-21 WWB BRIDGE ST 1 = 69'


17' - /19974'' L 196443.96'2 -

IN GRAND RAPIDS I-196, M-21 EB VALLEY AVE & GARFIELD 4 = 217'


16' - /19970'' L 196456.1'3 -

IN GD RAPIDS I-196, M-21 WB VALLEY AVE & GARFIELD 4 = 214'


15' - 196445.6'2 -

IN GRAND RAPIDS I-196, M-21 EB LANE AVE 3 = 126'


15' - 196445.6'2 -

IN GRAND RAPIDS (LANE AV)I-196, M-21 WB LANE AVE 3 = 126'


17' - 196345.6'2 -

IN GRAND RAPIDS I-196, M-21 EB STOCKING AVE 3 = 170'


16' - 196345.6'2 -

IN GRAND RAPIDS I-196, M-21 WB STOCKING AVE 3 = 169'


10' - 196542.65'2 -

NE LIMITS OF GRANDVILLE I-196EB M-21 SERVICE RD 1 = 32'


11' - 196542.65'2 -

NE LIMITS OF GRANDVILLE I-196 WB M-21 SERVICE RD 1 = 33'


16' -9'' L 197244.29'2 -

W LTS OF WYOMING KENOWA AVE I-196 4 = 354'


16' -8'' L 197292.19'6 -

IN GRANDVILLE 44TH ST I-196 2 = 240'


15' -4'' L 197249.87'2 -

IN GRANDVILLE I-196 WB 36TH ST 3 = 117'


14' - 197258.73'3 -

IN GRANDVILLE I-196 EB 36TH ST 3 = 117'

V01-41029 Main 107 NONE HS20 1963286.09'4 - @ SIBLEY ST. IN(G.RAPIDS)

I-196,M-21 PED X-ING 1 = 10'

V02-41029 Main 107 NONE HS20 1963169.62'4 - @ MILWAUKEE IN(G.R.)

I-196,M-21 PED X-ING 1 = 10'

B01-41031 Main 219 BITUMINOUS HS20 19462 -1.0 MI S OF M-11

M-37 WHISKEY CK(LT PLSTER CR) 2 = 25'

- 142 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C01-41031 Main 119 NOT APPL HS20+Mod 190087.93'2 -0.4 MI N OF 84TH ST

M-37 EMMONS LAKE OUTLET 1 = 14'

C02-41031 Main 119 NOT APPL HS20+Mod 190070.21'2 -0.5 MI S OF 52ND ST

M-37 FISK DR. 1 = 10'

C03-41031 Main 119 NOT APPL HS20+Mod 190093.83'2 -0.9 MI S OF 44TH ST.

M-37 HEINTZELMAN CO DR. 1 = 10'

C04-41031 Main 119 NOT APPL HS20+Mod 190094.82'2 -0.1 MI N OF 44TH ST

M-37 ESBAUGH DR. 1 = 10'

C05-41031 Main 119 NOT APPL HS20+Mod 194892.85'4 -0.1 MI S OF 28TH ST

M-37 WHISKEY CR. 2 = 12'

C06-41031 Main 119 NOT APPL HS20+Mod 194856.76'2 -0.3 MI S OF 28TH ST

M-37 WHISKEY CR 2 = 16'


28' - 194836.75'2 -

.6 MI S OF M-11 32ND ST M-37 3 = 172'


16' - 194821'

0.5 MI S OF M-11 CSX RR M-37 3 = 201'


4.0 MI N OF WALKERM-37 MILL CR 1 = 30'

B08-41033 Main 532 LATEX CONC HS20 196257.09'3 -4.8 MI S OF M-46

M-37 NASH CR 3 = 90'

C01-41033 Main 119 NOT APPL HS20+Mod 190030.84'4 -0.3 MI N OF 5 MI RD.

M-37 YORK CR. 1 = 13'

C02-41033 Main 119 NOT APPL HS20+Mod 190056.76'4 -0.2 MI S OF 6MI RD

M-37 STRAWBERRY CR. 1 = 15'

C03-41033 Main 119 NOT APPL HS20+Mod 19002 -0.5 MI S OF 12MI RD

M-37 OLSON CR 2 = 20'

B01-41042 Main 111 BITUMINOUS H20 191665.94'3 -IN WYOMING

M-21 BR PLASTER CR 1 = 60'


M-21 GRAND R 7 = 480'

B02-41043 Main 104 BITUMINOUS H15 194177.1'4 -IN LOWELL (118 W MAIN ST)

M-21 FLAT R 2 = 72'

- 143 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B03-41043 Main 104 BITUMINOUS H20 194074.15'4 -IN LOWELL (107 E MAIN ST)

M-21 FLAT R 1 = 49'

R02-41043 Main 532 MONO CONC HS25 197773.82'4 -3.5 MI W OF ADA

M-21 RELOCATED GTW RR 3 = 225'

R01-41051 Main 332 LATEX CONC HS25 197785.63'5 -E.LIMITS GRAND RAPIDS

M-44 GTW RR 3 = 115'


13' - 197841.67'2 -

IN GRAND RAPIDS (E.SIDE) M-37 N.BOUND SERVICE ROAD CALVIN COL 1 = 57'


12' - 197841.67'2 -

IN GRAND RAPIDS (E.SIDE) M-37 S. BOUND SERVICE ROAD CALVIN COLL 1 = 57'


IN GRANDVILLE M-11 GRAND R 8 = 550'

4 - 44' R 8'' RR01-41061 Main 352 MONO CONC H15

20' - 193655.12'4 -

IN GRANDVILLE M-11 CSX RR & M-21BR 4 = 277'


19' - 19655.91'

Appr 3000.3 MI E OF M-21 PED X-OVER@IVANRES M-11 6 = 180'


17' - 19715.91'

Appr 300IN WYOMING PED X-OVER M-11 M-11(28TH STREET) 5 = 149'


IN WYOMING M-11 CONRAIL 3 = 170'


IN GRAND RAPIDS M-11 PLASTER CR 1 = 40'

C01-41063 Main 119 NOT APPL HS20+Mod 1964117.78'4 -1.1 MI E OF DIVISION AVE

M-11 PLASTER CR 1 = 10'

C02-41063 Main 119 NOT APPL HS20+Mod 196494.82'4 - 4.2 MI W OF CASCADE

M-11 WHISKEY CR 2 = 12'

C03-41063 Main 119 NOT APPL HS20+Mod 1964120.73'4 -2.6 MI W OF CASCADE

M-11 LITTLE PLASTER CR 1 = 13'


14' - 196421.98'

IN GRAND RAPIDS CONRAIL M-11 1 = 113'


13' - 193819.03'

IN GRAND RAPIDS CSX RR M-11 3 = 176'

- 144 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-41064 Main 532 MONO CONC HS25 200172.51'3 -BYRON TWP SEC 1

M-6 EB BUCK CREEK 4 = 512'

B02-41064 Main 532 MONO CONC HS25 200068.24'3 -BYRON TWP SEC 1

M-6 WB BUCK CREEK 4 = 512'

4 - 11'' RB03-41064 Main 382 MONO CONC 17' - HS25

19' -1'' L 200049.8'2 -

CASCADE TWP SEC 22M-6, RAMP A I-96 & THORNAPPLE RIVER 6 = 1204'

B04-41064 Main 482 MONO CONC HS25 199746.59'2 -CASCADE TWP SEC 22

M-6(RMP B TO I-96) THORNAPPLE RIVER 6 = 1086'

C01-41064 Main 119 BITUMINOUS HS20 20002 -GAINES TWP SEC 1

PATTERSON AVE WENGER & NULTY DR. 1 = 10'


M-6 WENGER & NULTY DRAIN 1 = 10'

C03-41064 Main 119 BITUMINOUS HS20 20004 -CASCADE TWP 32

M-6 SAND CREEK WATERSHED 1 = 10'


PATTERSON AVE WENGER & NULTY DRAIN 1 = 8'

R01-41064 Main 532 MONO CONC HS20 200046.59'2 -BYRON TWP SEC 1

M-6 WB NORFOLK SOUTHERN RR 1 = 72'


M-6 EB NORFOLK SOUTHERN RR 1 = 72'


M-6 WB TO US-131 N NORFOLK SOUTHERN RR 1 = 72'


M-6 WB C-D NORFOLK SOUTHERN RR 1 = 72'


M-6 EB C-D NORFOLK SOUTHERN RR 1 = 72'


US-131 NB TO M-6 E NORFOLK SOUTHERN RR 1 = 76'

R07-41064 Main 532 MONO CONC HS25 199990.55'4 -CASCADE TWP SEC 28

RAMPS B & D CSX R.R. 3 = 175'

R08-41064 Main 532 MONO CONC HS25 199962.34'3 -CASCADE TWP SEC 28

M-6 WB CSX R.R. 3 = 175'

- 145 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' - 200046.59'2 -

BYRON TWP SEC 4&5IVANREST AVE M-6 2 = 255'


16' - 200046.59'2 -

BYRON TWP SEC 2&3BURLINGAME AVE M-6 2 = 287'


14' - 200034.12'1 -

BYRON TWP SEC 1&2M-6 EB C-D CLYDE PARK AVENUE 1 = 128'


14' - 200046.59'2 -

BYRON TWP SEC 1&2M-6 EB CLYDE PARK AVENUE 1 = 128'


14' - 200046.59'2 -

BYRON TWP SEC 1&2M-6 WB CLYDE PARK AVENUE 1 = 128'


14' - 200034.12'1 -

BYRON TWP SEC 1&2M-6 WB C-D CLYDE PARK AVENUE 1 = 128'


16' - 200043.31'2 -

BYRON TWP SEC 1M-6, RAMPS J & T US-131NB C-D & RAMP B 1 = 181'


16' - 200033.79'1 -

BYRON TWP SEC 1&2M-6 RAMP M US-131SB C-D & RAMP C 1 = 188'


16' -5'' L 200046.26'2 -

BYRON TWP SEC 1M-6 EB C-D US-131 4 = 384'


16' -5'' L 200046.26'2 -

BYRON TWP SEC 1M-6 WB C-D US-131 4 = 384'


16' -5'' L 200046.59'2 -

BYRON TWP SEC 1M-6 WB US-131 4 = 384'


16' -5'' L 200046.59'2 -

BYRON TWP SEC 1M-6 EB US-131 4 = 384'


16' - 200066.27'3 -

BYRON TWP SEC 1M-6 WB DIVISION AVENUE 1 = 149'


16' - 200066.27'3 -

BYRON TWP SEC 1M-6 EB DIVISION AVENUE 1 = 149'

4 - 5'' RS20-41064-3 Main 482 MONO CONC HS25

14' - 200062.66'2 -

GAINES TWP SEC 5&6M-6 EASTERN AVENUE 1 = 134'

4 - S20-41064-4 Main 482 MONO CONC HS25 200062.66'2 -

GAINES TWP SEC 5&6M-6 EASTERN AVENUE 1 = 134'

- 146 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' - 200058.4'3 -

GAINES TWP SEC 1&2EAST PARIS AVE M-6 2 = 260'

4 - 5'' RS26-41064 Main 482 NONE 17' - HS25

17' -5'' L 200050.79'4 -

GAINES TWP SEC 1PATTERSON AVENUE M-6 2 = 373'


18' -3'' L 199761.02'3 -

CALEDONIA TWP SEC 6M-6 EB M-37 2 = 263'


18' -10'' L 199761.02'3 -

CALENDONIA TWP SEC 6M-6 WB M-37 2 = 263'


14' - 199946.59'2 -

CALEDONIA TWP SEC 5&6M-6 EB KRAFT AVENUE 1 = 128'


16' -0'' L 199950.52'2 -

CASCADE TWP SEC 3260TH STREET M-6 2 = 351'


14' - 199946.59'2 -

CASCADE TWP SEC 33M-6 EB THORNAPPLE RIVER DR. 3 = 252'


14' - 199946.59'2 -

CASCADE TWP SEC 33M-6 WB THORNAPPLE RIVER DR. 3 = 252'


14' - 200062.34'3 -

CASCADE TWP SEC 28M-6 EB 48TH STREET 2 = 152'


14' - 200046.59'2 -

CASCADE TWP SEC 28M-6 WB 48TH STREET 2 = 152'

2 - 10'' RS35-41064 Main 382 MONO CONC 17' - HS25

17' -10'' L 200049.8'2 -

CASCADE TWP SEC 21M-6 TO I-96 WB I-96 2 = 475'


16' - 200049.8'2 -

CASCADE SEC 21I-96WB TO M-6 EB M-6 WB TO I-96 WB RAMP D 2 = 299'


14' - 199946.59'2 -

CALDONIA TWP SEC 5&6M-6 WB KRAFT AVENUE 1 = 128'


14' - 200034.78'1 -

BYRON TWP SEC 1&2US-131 S TO M-6 W CLYDE PARK AVENUE 1 = 128'


16' - 200034.78'1 -

BYRON TWP SEC 1&2M-6 EB, RAMP C CLYDE PARK AVENUE 2 = 135'

B01-41071 Main 302 BITUMINOUS H20 194040.35'2 -1.3 MI W OF IONIA CO LINE

M-50 TYLER CR 1 = 45'

- 147 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C01-41071 Main 119 NOT APPL HS20+Mod 190044.95'2 - 1.3 MI SE OF ALTO

M-50 PRATT CR 1 = 12'


IN GRAND RAPIDS M-45,(FULTON ST) GRAND R 5 = 536'

4 - 8.9' L 7.9' R 0'' RP01-41081 Main 310 NOT APPL PEDESTRIAN

17' - 19697.87'

Appr 3001.0 MI WEST OF I-196NEWBURG WALKOVER M-45 5 = 122'

B01-41121 Main 505 MONO CONC HS20 197742.32'2 -IN KENT CITY

M-46 BALL CR 1 = 30'

B02-41121 Main 342 BITUMINOUS HS25 200046.92'2 -3.0 MI E OF KENT CITY

M-46 ROGUE R 1 = 68'

B03-41121 Main 342 BITUMINOUS H15 192536.42'2 -3.5 MI E OF KENT CITY

M-46 DUKE CR 1 = 40'

R01-41122 Main 332 MONO CONC HS20 196947.9'2 -3.0 MI S OF CEDAR SPRINGS

M-57 MDOT RR (ABN) 3 = 145'

B01-41131 Main 119 MONO CONC HS25 2000256.56'6 -1.4 MI S OF WYOMING

US-131 BUCK CR 1 = 40'

B02-41131-1 Main 332 LATEX CONC HS25 200079.07'3 - IN WYOMING

US-131 NB+ENT RMP BUCK CR 1 = 56'

B02-41131-2 Main 332 LATEX CONC HS25 200079.07'2 - IN WYOMING

US-131 SB BUCK CR 1 = 56'

B03-41131 Main 432 LATEX CONC HS25 198529.2'1 - IN WYOMING @ 54 TH

US-131 SB RAMP BUCK CREEK 2 = 163'

2 - 327.8' R 5'' RB04-41131-1 Main 482 MONO CONC HS25

14' - 199996.46'8 -

IN GRAND RAPIDSUS-131 NB GRAND RIV,FULTON,FRONT 6 = 951'

2 - 327.8' R 9'' RB04-41131-2 Main 482 MONO CONC HS25

14' - 199992.52'8 -

IN GRAND RAPIDSUS-131 SB GRAND RIV,FULTON,FRONT 6 = 1004'

R01-41131 Main 519 MONO CONC HS25 2000143.7'8 -6.3 MI S OF GRAND RAPIDS

US-131 CONRAIL 3 = 226'

R02-41131 Main 332 LATEX CONC HS20 195893.18'6 -IN GRAND RAPIDS

US-131 CONRAIL&PLASTER CR (ABN) 12 = 748'


23' - 196058.4'4 -

Appr 532IN GRAND RAPIDS I-196 BS(FRANKLIN) CSX RR & US-131 I-196B 25 = 1035'

- 148 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


R03-41131-5 Main 332 LATEX CONC HS20 196023.29'1 -IN GRAND RAPIDS

US-131 RAMP B M-21 C&O & PC RRS 6 = 306'


US-131 RAMP A TO M C&O & PC RRS 5 = 288'

R04-41131 Main 382 LATEX CONC HS20+Mod 196293.18'6 -IN GRAND RAPIDS

US-131 CSX RR 6 = 503'

15 - 50' R 7'' RR05-41131 Main 332 LATEX CONC 5' - HS20

5' -3'' L 196258.4'4 -

IN GRAND RAPIDS WEALTHY ST US-131 CSX RR (ABN) 13 = 789'


US-131 RMP D NB ON LAND AT WEALTHY STREET 5 = 236'


US-131 RMP A SB ON LAND AT WEALTHY STREET 5 = 237'


US-131 RMP C NBOFF LAND AT WEALTHY STREET 2 = 90'


US-131RMP B SB OFF LAND AT WEALTHY STREET 6 = 296'

R09-41131 Main 332 LATEX CONC HS20+Mod 1962115.49'6 -IN GRAND RAPIDS

US-131 CM RR & INDIAN CR 4 = 280'


13' -4'' L 195734.12'2 -

1.0 MI N OF ALLEGAN CO LI100TH ST US-131 4 = 170'


16' - /19984'' L 195792.85'6 -

2.4 MI S OF WYOMING 84TH ST US-131 2 = 111'


14' -3'' L 200088.25'6 -

2.0 MI S OF WYOMING 76TH ST US-131 4 = 135'

4 - 43.3' L 43' R 5'' RS04-41131 Main 506 MONO CONC HS20

16' - 200087.93'4 -

.4 MI S OF WYOMING 68TH ST US-131 4 = 206'


13' -1'' L 198598.43'4 -

IN WYOMING 54TH ST US-131 4 = 200'


13' - /19822'' L 195786.29'6 -



14' - /19824'' L 195786.29'6 -


- 149 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - /19930'' L 195861.35'2 -

IN WYOMING 32ND ST US-131 4 = 213'


14' -0'' L 195590.22'5 -

IN WYOMING M-11 US-131 4 = 170'


14' - 196058.4'4 -

IN GRAND RAPIDS BURTON ST US-131 2 = 119'


IN GRAND RAPIDS HALL ST US-131 & CENTURY AVE 4 = 255'


14' -8'' L 2000107.61'7 -

IN GRAND RAPIDS US-131 MARKET AVE 1 = 146'

4 - 15.1' R 1'' RS13-41131 Main 505 BITUMINOUS 15' - HS20+Mod

15' -1'' L 2000145.01'6 -

IN GRAND RAPIDS US-131 PEARL ST 1 = 85'


14' -5'' L 196292.52'6 -

IN GRAND RAPIDS US-131 BRIDGE ST 3 = 165'


15' - 196358.4'4 -

IN GRAND RAPIDS US-131 NB US-131 SB 12 = 1222'

4 - 87.9' RS15-41131-5 Main 332 MONO CONC HS20+Mod 196325.92'1 -

IN GRAND RAPIDS US-131NB RAMP BRIDGE ST 7 = 474'


14' - /19897'' L 1961125'6 -

IN GRAND RAPIDS US-131 US-131 BR (LEONARD) 3 = 144'

4 - 64' RS17-41131 Main 332 LATEX CONC 19' - HS20+Mod

/19892'' L 1961115.81'6 -

IN GRAND RAPIDS US 131 RICHMOND ST 3 = 154'

4 - 64' RS18-41131 Main 332 LATEX CONC 19' - HS20+Mod

/19892'' L 1962139.44'8 -

IN GRAND RAPIDS (ANN ST) US-131 ANN ST 3 = 169'


16' - 200083.99'5 -

IN GRAND RAPIDSUS-131 NB FRONT AVENUE 1 = 85'


16' - 200096.13'5 -

IN GRAND RAPIDSUS-131 SB FRONT AVENUE 1 = 85'


14' - 199972.18'4 -

IN GRAND RAPIDSUS-131 NB GRANDVILLE AVENUE 9 = 1606'


14' - 199972.18'4 -

IN GRAND RAPIDSUS-131 SB GRANDVILLE AVENUE 8 = 1359'

- 150 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-41132 Main 532 MONO CONC HS20 196942.98'2 -1.8 MI S OF M-57

US-131 NB ROGUE R 3 = 140'


US-131 SB ROGUE RIVER 3 = 140'

B03-41132 Main 219 INTEG CONC HS20/1966 19616 -

100' S OF NORTH PARK ST.US-131 DRAIN 2 = 25'

B04-41132 Main 219 INTEG CONC HS20 19694 -0.2 MI N OF WALKER

US-131 MILL CR 2 = 23'

4 - 38.7' L 40' R 11'' RR01-41132 Main 382 MONO CONC 19' - HS20

18' - /19987'' L 196967.26'3 -

1.3MI N OF I-96 US-131SB W RIVER DR&MDOT RR(ABN) 6 = 474'

4 - 39' L 52.8' R 9'' RR02-41132 Main 382 MONO CONC 20' - HS20

20' - /199810'' L 196967.26'3 -

1.3MI N OF I-96 US-131NB W RIVER DR&MDOT RR (ABN) 6 = 518'


16' - /1998 196967.26'3 -

0.3 MI N OF I-96 US-131 SB NORTH PARK ST 3 = 135'


15' - /1998 196967.26'3 -

0.3 MI N OF I-96 US-131 NB NORTH PARK ST 3 = 135'


14' - 196942.98'2 -

2.4 MI N OF I-96US-131 SB 6 MILE RD 3 = 112'


/19982'' L 196960.7'2 -

2.4 MI N OF I-96 US-131 NB 6 MILE RD 3 = 112'


14' -3'' L 196937.4'2 -

3.4MI N OF I-96PINE ISLAND DRIVE US-131 5 = 272'


14' -9'' L 196946.26'2 -

5.4MI N OF I-96POST RD US-131 5 = 397'


16' -7'' L 196946.26'2 -

4.3MI S OF M-57 10 MI RD US-131 4 = 306'


14' -7'' L 196940.35'2 -

2.1MI S OF M-5712 MI RD US-131 5 = 389'


14' - 196942.98'2 -

1.1 MI S OF M-57US-131 SB 13 MILE RD 3 = 167'


15' - 196942.98'2 -

1.1 MI S OF M-57US-131NB 13 MILE RD 3 = 165'

- 151 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' -11'' L 196946.26'2 -

@ M-5714 MI RD (M-57) US-131 5 = 364'

C01-41133 Main 319 NOT APPL HS20+Mod 19734 - 0.2 MI N OF 16MI RD

US-131 CEDAR CR 2 = 22'


16' - 197138.39'2 -

1.0 MI SW OF CEDAR SPRINGINDIAN LAKE RD US-131 SB 1 = 134'


16' - 197138.39'2 -

1.0 MI SW OF CEDAR SPRINGINDIAN LAKE RD US-131 NB 1 = 134'


16' -3'' L 197150.2'2 -

0.5 MI W OF CEDAR SPRINGSM-46 US-131 2 = 252'


14' - 197143.64'2 -

0.5 MI W OF CEDAR SPRINGSUS-131 SB WHITE CREEK AVE 3 = 177'


14' - 197143.64'2 -

0.5 MI W OF CEDAR SPRINGSUS-131NB WHITE CREEK AVE 3 = 187'


14' - 197143.64'2 -

1.5 MI N OF CEDAR SPRINGSUS-131SB & M-46WB CEDAR SPRINGS AVE 3 = 161'


14' - 197143.64'2 -

1.5 MI N OF CEDAR SPRINGSUS-131NB & M-46EB CEDAR SPRINGS RD 3 = 161'


16' -4'' L 197148.23'2 -

@ MONTCALM CO L 22 MILE RD US-131 4 = 292'

Keweenaw**************B01-42011 Main 104 BITUMINOUS HS20 195343.64'2 -

3.4MI NE OF MOHAWKUS-41 M-26 GRATIOT R 1 = 25'

C01-42011 Main 119 NOT APPL HS20+Mod 190063.98'2 -IN PHOENIX

US-41,M-26 W BR EAGLE RIVER 2 = 16'


.7 MI NE OF M-26US-41 CENTRAL CR 1 = 31'


US-41 FANNY HOOE CR 1 = 31'

B01-42021 Main 332 MONO CONC HS25 198841.01'2 -0.02 MI N OF US-41

M-26 CENTRAL CREEK 1 = 52'

- 152 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B02-42021 Main 382 MONO CONC HS25 198741.01'2 -1/4 MI.N. OF PHOENIX

M-26 EAGLE RIVER 1 = 72'

B03-42021 Main 309 MONO CONC H15/1990 191517.72'

Appr 302IN EAGLE RIVERM-26(PED ONLY) EAGLE RIVER 5 = 140'

B04-42021 Main 119 BITUMINOUS H15 194887.27'2 -4.5MI NE OF EAGLE RIVER

M-26 OWLS CR BURIED 2 = 23'

B05-42021 Main 724 BITUMINOUS HS25 198840.03'2 -IN EAGLE RIVER

M-26 (RELOC) EAGLE RIV 1 = 152'

C01-42021 Main 319 NOT APPL HS20+Mod 196969.88'2 -IN EAGLE HARBOR

M-26 ELIZA CREEK 2 = 14'

C02-42021 Main 119 NOT APPL HS20+Mod 190098.75'2 -4.0MI N OF EAGLE RIVER

M-26 SILVER RIVER 1 = 14'

Lake**************B01-43011 Main 352 BITUMINOUS H15 192247.9'2 -

3.0 MI S OF BALDWIN M-37 PERE MARQUETTE R 1 = 50'


1.0MI S OF BALDWIN M-37 BALDWIN CR 1 = 46'

B01-43012 Main 302 BITUMINOUS H20 193940.35'2 -7.5MI S OF S WEXFORD CO L

M-37 LITTLE MANISTEE R 1 = 40'

B01-43022 Main 332 MONO CONC H15/1984 193138.71'2 -

.9 MI E OF BALDWIN US-10 BALDWIN CR 1 = 35'

B02-43022 Main 101 BITUMINOUS H15 193437.73'2 -2.0MI E OF BALDWIN

US-10 SANBORN CR 2 = 26'

C01-43022 Main 119 NOT APPL HS20+Mod 190023.95'2 -0.5MI W OF SADDLEE RD

US-10 COUNTY DRAIN 1 = 12'

Lapeer**************C01-44011 Main 119 NOT APPL H20

/1970 1940105.97'5 -

0.1MI.S.OF M-21 IN LAPEERM-24 FARMER'S CREEK 1 = 14'


1.8MI N OF M-21M-24 S BR FLINT R 1 = 65'


2.8 MI N OF M-21M-24 PLUM CR 1 = 23'

- 153 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



M-24 N BR FLINT RIVER 1 = 90'


M-24 FOSTORIA DRAIN 1 = 32'

B05-44012 Main 101 BITUMINOUS H20 194042.98'2 -2.0 MI N OF M-90

M-24 RAYMPH DRAIN 1 = 15'

C01-44012 Main 119 NOT APPL H20 194082.02'2 -3.1MI.N.OF M-21

M-24 MERLIN BROOK 1 = 10'

C02-44012 Main 101 NOT APPL HS20+Mod 194071.85'2 -1.4 MI.S.OF M-90

M-24 BARNES LAKE OUTLET 1 = 14'

C03-44012 Main 101 BITUMINOUS HS20+Mod 194057.74'2 -3.2MI.S.OF TUSCOLA CO.LIN

M-24 BUTTERNUT CREEK 1 = 12'

C04-44012 Main 104 BITUMINOUS HS20+Mod 194078.41'2 -2.4MI.S.OF TUSCOLA CO.LIN

M-24 LYONS DRAIN 1 = 18'

C05-44012 Main 101 NOT APPL H20 194069.88'2 -0.6MI.S.OF TUSCOLA CO.LIN

M-24 BRANCH OF SILVER CREEK 1 = 12'

C06-44012 Main 101 NOT APPL H20 19402 -1.9MI.S.OF TUSCOLA CO.LIN

M-24 BRANCH OF SILVER CREEK 1 = 11'

R01-44012 Main 302 BITUMINOUS HS20 194843.31'2 - 1.0MI N OF M-21

M-24 CR RR (ABN) 3 = 133'

B01-44031 Main 506 MONO CONC HS25 199947.24'3 -IN ALMONT

M-53 CLINTON R 1 = 67'

B02-44031 Main 532 MONO CONC HS20 196343.31'2 -2.6MI S OF IMLAY CITY

M-53 WESTERN DRAIN 1 = 50'

C01-44031 Main 101 NOT APPL H15 192553.81'2 -1.2MI.N.OF ALMONT

M-53 BRANCH BELLE RIVER 1 = 10'

C02-44031 Main 119 NOT APPL H15 192597.77'2 -3.0MI.N.OF ALMONT

M-53 BRANCH BELLE RIVER 1 = 10'


13' - 193441.99'

IN IMLAY CITYGTW RR M-53(VAN DYKE ROAD) 3 = 102'

B01-44032 Main 505 BITUMINOUS HS25 197948.56'2 -3.8 MI NORTH OF IMLAY CTY

M-53 ELK LAKE CREEK 1 = 26'

- 154 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



.2 MI S OF SANILAC CO LINM-53 PETERS DRAIN 1 = 24'

C01-44032 Main 101 NOT APPL H15 192549.21'2 -0.2MI.N.OF M-21 IN IMLAY

M-53 LONG LAKE CREEK 1 = 16'

C02-44032 Main 101 NOT APPL H15 192544.95'2 -0.2MI.N.OF M-90

M-53 ELM CREEK 1 = 16'

B02-44042 Main 506 MONO CONC HS20 199776.44'5 -IN LAPEER(E IMLAY CITY RD

M-21 S BR FLINT R 1 = 32'

B01-44043 Main 532 EPOXY OVLY HS20 197142.98'2 -1.0 MI SW OF LAPEER

I-69 EB FARMERS CREEK 3 = 110'

B02-44043 Main 532 EPOXY OVLY HS20 197142.98'2 -1.0 MI SW OF LAPEER

I-69 WB FARMERS CREEK 3 = 110'

C01-44043 Main 119 NOT APPL HS20+Mod 1971311.35'6 -0.2MI.E. OF ELBA RD.

I-69 HASLER CREEK 2 = 16'


15' -3'' L 197138.39'2 -

6.0 MI SW OF LAPEERELBA ROAD I-69 2 = 264'


16' -8'' L 197138.39'2 -

4.5 MI W OF LAPEERHADLEY ROAD I-69 5 = 390'


17' -8'' L 197138.39'2 -

2.0 MI W OF LAPEERGOLF ROAD I-69 2 = 288'


16' -6'' L 197144.29'2 -

3.0 MI SW OF LAPEERLAKE NEPESSING RD I-69 2 = 264'


16' -7'' L 197138.39'2 -

1.0 MI SW OF LAPEERBALDWIN ROAD I-69 4 = 318'

6 - 48.9' L 48.2' R 0'' RS06-44043 Main 332 EPOXY OVLY 17' - HS20

14' -1'' L 197152.17'3 -

1.0 MI S OF LAPEER , M-24I-69 EB M-24 2 = 171'

6 - 48.9' L 48.2' R 2'' RS07-44043 Main 332 EPOXY OVLY 15' - HS20

15' -4'' L 197152.17'3 -

1.0 MI S OF LAPEER ,M-24I-69 WB M-24 2 = 171'

B01-44044 Main 532 LATEX CONC HS25 198347.9'2 -S.E. OF LAPEER

I-69 EB S BR FLINT R 3 = 134'


I-69 WB S BR FLINT R 3 = 138'

- 155 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



I-69 EB & RAMP HUNTER CK 3 = 123'

B06-44044 Main 532 LATEX CONC HS25 198374.8'3 -S OF LAPEER

I-69 WB HUNTER CK 3 = 123'

C01-44044 Main 119 NOT APPL HS20+Mod 19834 -0.5MI E.OF M-53

I-69 N.BRANCH BELL RIVER 2 = 106'

C02-44044 Main 119 MONO CONC HS20+Mod 198347.9'4 -0.2MI.E.OF WILDER RD.

I-69 PINE CREEK 2 = 72'

C03-44044 Main 119 NOT APPL HS20+Mod 198381.36'1 -0.2MI.E.OF WILDER RD

I-69 EB RAMP PINE CREEK 2 = 24'

C04-44044 Main 119 NOT APPL HS20+Mod 198383.33'1 -0.2MI.E.OF WILDER RD

I-69 WB RAMP PINE CREEK 2 = 24'

R03-44044 Main 432 LATEX CONC HS25 198347.9'2 - 2 MI SW IMLAY CITY

I-69 EB GTW RR (ABN) 2 = 173'

R04-44044 Main 432 LATEX CONC HS25 198347.9'2 - 2.0 M SW OF IMLAY CITY

I-69 WB GTW RR (ABN) 3 = 173'


14' -7'' L 198348.23'2 -

1.0 MI S. OF LAPEERI-69 EB CLARK RD 1 = 98'


14' - 198347.9'2 -

1.0 MI S OF LAPEERI-69 WB CLARK RD 1 = 98'


16' -7'' L 198339.7'2 -

0.7 MI E. OF LAPEERMORRIS RD I-69 2 = 300'


17' -5'' L 198345.93'2 -

3.0 MI E. OF LAPEERWILDER RD I-69 2 = 272'


17' -3'' L 198345.93'2 -

4.0 M E OF LAPEER5 LAKES RD I-69 3 = 388'


16' -1'' L 198345.93'2 -

6.0 M E OF LAPEERLK GEORGE RD I-69 2 = 304'


17' -0'' L 198345.93'2 -

4.5 M W OF IMLAY CITYLK PLEASANT RD I-69 2 = 273'


15' - 198348.56'2 -

3.7 M W OF IMLAY CITYI-69 EB NEWARK RD 1 = 118'

- 156 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - 198347.9'2 -

3 M SW OF IMLAY CITYI-69 EB WINSLOW RD 1 = 97'


16' - 198347.9'2 -

3 MI SW OF IMLAY CITYI-69 WB WINSLOW RD 1 = 97'


15' - 198347.9'2 -

2.0 M SW OF IMLAY CITYI-69 EB SUMMERS RD 1 = 93'


14' - 198347.9'2 -

2.0 M SW OF IMLAY CITYI-69 WB SUMMERS RD 1 = 93'


17' -7'' L 198340.03'2 -

1.7 MI S OF IMLAY CITYBLACKS CORNERS RD I-69 2 = 269'


16' - /19886'' L 1979108.6'5 -

1.7 M S OF IMLAY CITYM-53 I-69 2 = 262'


16' -4'' L 197939.7'2 -

2.2 MI SE OF IMLAY CITYBOWMAN ROAD I-69 2 = 268'


16' -8'' L 197839.7'2 -

3.0 MI SE OF IMLAY CITYBRISTOL ROAD I-69 2 = 280'


15' - 197945.93'2 -

4.2 MI SE OF IMLAY CITYI-69 EB GRAHAM ROAD 1 = 95'


14' - 197945.93'2 -

4.2 MI SE OF IMLAY CITYI-69 WB GRAHAM ROAD 1 = 95'


14' - 198347.9'2 -

3.7 M W OF IMLAY CITYI-69 WB NEWARK RD 1 = 98'

B03-44061 Main 505 MONO CONC HS25 199746.92'2 -1.0MI W OF NORTH BRANCH

M-90 FLINT RIVER 1 = 101'

B04-44061 Main 432 MONO CONC HS20 196546.26'2 -.8 MI E OF M-24

M-90 N BRANCH FLINT RIVER 3 = 128'

C03-44061 Main 101 NOT APPL HS20+Mod 194862.01'2 - 0.8 MI. W. OF M-53

M-90 ELM CREEK 1 = 16'

Leelanau**************B01-45011 Main 302 INTEG CONC H15 192942.98'2 -

2.8MI S OF GLEN ARBORM-22 GLEN LAKE NARROWS 3 = 98'

- 157 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-45012 Main 104 BITUMINOUS H15 192427.23'2 - 1.0 MI NE OF GLEN ARBOR

M-22 CRYSTAL R 2 = 70'

C01-45012 Main 119 NOT APPL HS20+Mod 190029.86'2 -10MI NE OF GLEN ARBOR

M-22 SHETLAND CR 1 = 15'


IN LELANDM-22 OUTLET LAKE LEELANAU 1 = 60'

C01-45021 Main 119 NOT APPL HS20+Mod 19462 -0.2MI E OF RUTHHARDT RD

M-72 CEDAR RUN CR 2 = 16'

B01-45041 Main 302 LATEX CONC H20 193938.39'2 -LAKE LEELANAU

M-204 LK LEELANAU NARROWS 3 = 170'

C01-45041 Main 119 NOT APPL HS20+Mod 190047.9'2 -0.7MI E OF LAKE LEELANAU

M-204 NO NAME 2 = 14'


1.5 MI N OF GRND TRAV COM-22 CEDAR CREEK 1 = 45'

C01-45072 Main 119 NOT APPL HS20+Mod 190020.01'2 -3.4MI N OF SUTTONS BAY

M-22 BELANGERS CR 2 = 13'

Lenawee**************B02-46011 Main 506 MONO CONC HS25 199846.59'2 -

0.6 MI NE OF HILLSDALE COUS-127 BEAN CREEK 1 = 65'

C01-46011 Main 119 NOT APPL HS20+Mod 190034.78'4 -IN ADDISON (STEER ST)

US-127 BEAN CREEK 1 = 12'



B02-46032 Main 302 BITUMINOUS H15 193541.34'2 -IN MORENCI

M-156 SILVER CR 1 = 45'

B01-46041 Main 506 MONO CONC HS25 199843.31'2 -IN HUDSON

M-34 BEAN CR 1 = 66'


0.7 MI E OF M-156M-34 S BR RAISIN RIVER 1 = 30'

B03-46041 Main 505 LATEX CONC HS25 199147.24'2 -3.2 MI E OF M-156

M-34 S BR RAISIN RIVER 1 = 38'

- 158 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B04-46041 Main 532 MONO CONC HS25 197849.54'2 -4.7 MI W OF US-223

M-34 HAZEN CREEK 1 = 60'

B05-46041 Main 302 MONO CONC H15 193250.85'2 -IN ADRIAN (BEECHER ST)

M-34 S BR RAISIN R 1 = 55'

C01-46041 Main 119 NOT APPL HS20+Mod 190035.1'2 -1.9 MILES SW OF CLAYTON


C02-46041 Main 119 NOT APPL HS20+Mod 190041.99'2 -0.3 MI E OF B04 NE OF CAD

M-34 LOWERY DRAIN 1 = 10'

B01-46061 Main 332 MONO CONC HS25 197649.54'2 -4.6 MI NW OF ADRIAN

US-223 WOLF CREEK 1 = 50'

B02-46061 Main 332 BITUMINOUS HS25 197951.84'2 -4.0 MI NW OF ADRIAN

US-223 WOLF CREEK 1 = 51'

B04-46061 Main 111 BITUMINOUS H20 191960.37'4 -IN ADRIAN (MAUMEE ST)

US-223 BR NB S BR RAISIN R 1 = 74'

C01-46061 Main 119 NOT APPL HS20+Mod 190034.78'2 -0.2 MILES E OF ROME CENTR

US-223 HAWLEY DRAIN 1 = 18'

B01-46062 Main 204 LATEX CONC HS20 195346.92'2 -.5 MI S OF ADRIAN

US-223 S BR RAISIN R 3 = 150'


IN PALMYRAUS-223 RAISIN R 3 = 123'

B03-46062 Main 302 MONO CONC H20/1989 194054.79'2 -

IN BLISSFIELD(W ADRIAN STUS-223 RAISIN R 3 = 150'


2.1 M SE OF BLISSFIELDUS-223 GALL CO DRAIN 1 = 14'

4 - 41' R 0'' RR01-46062 Main 332 LATEX CONC HS20

22' - 195435.1'2 -

IN ADRIANUS-223 MDOT RR & M-34 10 = 451'

R02-46062 Main 332 LATEX CONC HS20+Mod/1977 194145.28'2 -

1.0MI S OF ADRIANUS-223 NW RR 4 = 163'

2 - 41' R 4'' RX03-46062 Main 392 NOT APPL 14' - RAILROAD

14' -5'' L 192831.17'

3.5MI SE OF BLISSFIELDINDIANA & OHIO RR US-223 1 = 62'

B01-46071 Main 104 MONO CONC HS20 196345.28'2 -1.4MI N OF OHIO STATE LIN

M-52 NILE DITCH 1 = 40'

- 159 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B02-46071 Main 302 BITUMINOUS HS20 194743.31'2 -.5 MI S OF JASPER

M-52 BLACK CR 1 = 50'

C01-46071 Main 119 NOT APPL HS20+Mod 194143.96'2 -0.2 M N OF OHIO ST LINE

M-52 BURGESS AYRES 1 = 10'



C03-46071 Main 119 NOT APPL HS20+Mod 194159.38'2 -2.7 MI S OF JASPER

M-52 BR OF BLACK CREEK 1 = 14'

C04-46071 Main 119 NOT APPL HS20+Mod 190041.99'2 -1.5 MI S OF JASPER

M-52 ABBOTT CREEK 1 = 12'


IN ADRIAN (N MAIN ST)M-52 S BR RAISIN R 3 = 130'


2.6 MI NE OF ADRIANM-52 BEAVER CREEK 1 = 56'

C01-46072 Main 119 NOT APPL HS20+Mod 190043.31'2 -5.2 M NE ADRIAN CITY HALL

M-52 HARKNESS CREEK 1 = 10'

B01-46074 Main 332 MONO CONC HS20 196245.28'2 -4.0MI NW OF TECUMSEH

M-52 EVANS CR 1 = 56'

B01-46081 Main 119 BITUMINOUS HS25 199760.04'2 -1.0 MI W OF M-52

M-50 WILSON CREEK 1 = 26'

C01-46081 Main 119 NOT APPL HS20+Mod 195274.8'2 -0.1 MI W OF SPRINGVILLE H

M-50 WOLF CREEK 1 = 10'

B01-46082 Main 332 INTEG CONC HS20 195347.9'2 -IN TECUMSEH

M-50 RAISIN R 3 = 145'

B02-46082 Main 505 BITUMINOUS HS25 200045.28'2 -1.1MI E OF BRITTON

M-50 SCHREEDER BROOK 1 = 23'

C01-46082 Main 119 NOT APPL HS20+Mod 19522 -0.9 MILE EAST OF M-52

M-50 TALLMAN CREEK 1 = 10'

C03-46082 Main 104 BITUMINOUS HS20+Mod 200046.26'2 - 0.8 MI W OF RIDGEWAY

M-50 S BR MACON CREEK 1 = 47'

C04-46082 Main 119 NOT APPL HS20+Mod 194247.9'2 -WEST LIMITS OF BRITTON

M-50 WILSON SPRING DRAIN 1 = 10'

- 160 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-46101 Main 505 MONO CONC HS25 197751.51'2 -IN CLINTON

US-12 RAISIN R 1 = 74'

C01-46101 Main 119 NOT APPL HS20+Mod 190064.3'2 -0.1 MI E OF MIS SPEEDWAY

US-12 BRANCH LAKE CR 1 = 14'

Livingston**************B01-47013-1 Main 505 MONO CONC HS20+Mod 196048.88'2 -

2.2MI N OF M-36 US-23 NB HURON R 2 = 90'

B01-47013-2 Main 505 MONO CONC HS20+Mod 196048.88'2 - 2.2MI N OF M-36

US-23 SB HURON R 2 = 90'


14' -4'' L 196097.11'6 -

@ M-36 US-23 M-36 3 = 168'


14' - 196046.92'2 -

1.8 MI N OF M-36 US-23 NB SILVER LAKE RD 3 = 109'


15' - 196046.92'2 -

1.8MI N OF M-36 US-23 SB SILVER LAKE RD 3 = 109'

5 - 57.1' L 64' R 8'' RS04-47013 Main 332 LATEX CONC 14' - H15

14' -8'' L 196230.84'2 -

1.0MI S OF I-96 LEE RD US-23 4 = 226'

3 - 61.7' R 2'' RS05-47013 Main 332 LATEX CONC 15' - H15

15' -1'' L 196254.79'4 -

.5 MI S OF I-96 GRAND RIVER AVE US-23 SB 3 = 164'

3 - 64' R 2'' RS06-47013 Main 332 LATEX CONC H15

15' - 196254.79'4 -

.5 MI S OF I-96 GRAND RIVER AVE US-23 NB 3 = 164'


15' -1'' L 196117.72'

.6 MI S OF I-96 CSX RR US-23 2 = 154'


1.7 MI N OF M-59 US-23 SB ORE CREEK 1 = 30'


1.7 MI N OF M-59 US-23 NB ORE CREEK 1 = 34'

C02-47014 Main 119 NOT APPL HS20+Mod 19614 - 0.4 M S OF CLYDE ROAD

US-23 BRANCH ORE CREEK 1 = 10'

C03-47014 Main 119 NOT APPL HS20+Mod 19614 - 0.2 M S OF FAUSSETT ROAD

US-23 TYRONE LAKE OUTLET 1 = 12'

- 161 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C04-47014 Main 119 NOT APPL HS20+Mod 19614 - 1.1 M S OF GENESEE COLINE

US-23 DANTON CREEK 1 = 12'

C05-47014 Main 319 NOT APPL HS20+Mod 19624 -2.0 MI S OF M-59

US-23 NO NAME CREEK 1 = 12'


14' -10'' L 196234.78'2 -

.9 MI N OF I-96 SPENCER RD US-23 4 = 239'


14' - 196246.92'2 -

4.1 MI N OF I-96 US-23 NB HYNE RD 3 = 107'


14' - 196246.92'2 -

4.1 MI N OF I-96 US-23 SB HYNE RD 3 = 107'


14' - 196246.92'2 -

@ M-59US-23 NB M-59 3 = 140'


14' - 196246.92'2 -

@ M-59US-23 SB M-59 3 = 140'


14' -10'' L 196132.81'2 -

1.6 MI N OF M-59 CROUSE RD US-23 4 = 191'


14' -6'' L 196130.84'2 -

3.2 MI N OF M-59 CLYDE RD US-23 4 = 208'


14' -7'' L 196130.84'2 -

5.0 MI N OF M-59 FAUSETT RD US-23 4 = 207'


15' - 196146.92'2 -

3.4 MI S OF GENESEE CO LIUS-23 NB CENTER RD 3 = 108'


14' - 196146.92'2 -

3.4 MI S OF GENESEE CO LIUS-23 SB CENTER RD 3 = 108'


14' - /19901'' L 196130.84'2 -

1.0 MI S OF GENESEE CO LIWHITE LAKE RD US-23 4 = 221'

B01-47041 Main 382 MONO CONC HS20 198651.18'2 -1.2 MI E OF LAKELAND

M-36 HURON R 1 = 140'

C01-47041 Main 119 LATEX CONC HS20+Mod 19006.23'2 -2.3 M E OF GREGORY

M-36 LIVERMORE CREEK 1 = 15'

C02-47041 Main 319 NOT APPL HS20+Mod 190020.01'2 -4.2 M W OF PINCKNEY

M-36 HONEY CREEK 1 = 11'

- 162 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C03-47041 Main 319 NOT APPL HS20+Mod 197452.49'2 -2.0 M W OF PINCKNEY

M-36 BENTLEY LAKE OUTLET 1 = 10'

C06-47041 Main 119 NOT APPL HS20+Mod 190025.92'2 -5.9 M E PINCKNEY@PETTYSDR

M-36 ZUKEY LAKE CONN 1 = 10'

C07-47041 Main 119 NOT APPL HS20+Mod 190039.37'2 -3.0 M E OF PINCKNEY

M-36 NO NAME 1 = 10'


1.9 MI W OF HOWELLI-96 BL S BR SHIAWASSEE R 1 = 40'

4 - 46.9' R 0'' RX01-47062 Main 303 OTHER 14' - RAILROAD

13' -0'' L 193721'

IN HOWELL MDOT RR I-96 BL 3 = 189'

C01-47064 Main 119 NOT APPL HS20+Mod 19626 -0.1 M W PLEASANT VALLEY R

I-96 WOODRUFF CREEK 2 = 17'

2 - 53.8' R 7'' RS03-47064 Main 332 LATEX CONC 14' - HS20+Mod

14' -8'' L 196159.06'3 -

@ US-23 I-96 EB US-23SB 3 = 157'


14' -11'' L 196169.23'5 -

@ US-23 I-96 WB US-23SB 3 = 156'


14' - 196269.23'5 -

@ US-23 I-96 EB US-23NB 3 = 163'


17' - 196246.92'2 -

@ US-23 US-23 NB I-96 WB 3 = 163'


14' -11'' L 195833.14'2 -

2.0 MI E OF US-23 PLEASANT VALLEY RD I-96 4 = 233'

6 - 63' L 63' R 0'' RS08-47064 Main 332 LATEX CONC 15' - H20

14' -0'' L 195855.12'4 -

3.4 MI E OF US-23 KENSINGTON RD I-96 4 = 259'

B01-47065 Main 532 MONO CONC HS20+Mod 196264.96'2 -1.5 MI SE OF M-59

I-96 EB S BR SHIAWASSEE R 1 = 40'

B02-47065 Main 532 MONO CONC HS20+Mod 196263.98'3 -1.5 MI SE OF M-59

I-96 WB S BR SHIAWASSEE R 1 = 40'

C02-47065 Main 119 NOT APPL HS20+Mod 19614 -0.8 M E OF PINCKNEY ROAD

I-96 MARION & GENOA DRAIN 2 = 16'

C03-47065 Main 119 NOT APPL HS20+Mod 19614 -0.1 M E OF PINCKNEY ROAD

I-96 MARION & GENOA DRAIN 2 = 16'

- 163 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


R02-47065-3 Main 532 MONO CONC HS20+Mod 196264.96'3 -2.2 MI SE OF M-155

I-96 EB MDOT RR 3 = 138'

R02-47065-4 Main 532 MONO CONC HS20+Mod 196263.98'3 -2.2 MI SE OF M-155

I-96 WB MDOT RR 3 = 138'

R03-47065-3 Main 506 MONO CONC HS20/1997 196265.29'3 -

3.5 MI SE OF M-155 I-96 EB CSX RR 3 = 204'


3.5 MI SE OF M-155 I-96 CSX RR 3 = 195'


16' -8'' L 196236.75'2 -

@ M-59M-59/I-96BL I-96 4 = 251'


16' - /20001'' L 196236.75'2 -

@ M-155 M-155 (MASON RD) I-96 4 = 348'


18' - /20001'' L 196234.78'2 -

.8 MI E OF M-155 PINCKNEY RD I-96 4 = 288'


16' - /20009'' L 196234.78'2 -

3.0 MI SE OF M-155 CHILSON RD I-96 4 = 320'


16' -11'' L 196125.92'1 -

@ I-96 BLI-96 BL (ON RMP) I-96 WB 3 = 168'


16' -2'' L 196132.81'2 -

1.6 MI SE OF I-96 BL DORR RD I-96 4 = 264'


14' - /1993 196275.13'4 -

2.4 MI NW OF US-23I-96 EB GRAND RIVER AVE 3 = 174'

4 - 57.7' R 2'' RS10-47065-4 Main 332 LS CONC HS20+Mod

16' - 196275.13'4 -

2.4 MI NW OF US-23I-96 WB GRAND RIVER AVE 3 = 174'


15' - 196232.48'2 -

1.4 MI NW OF US-23FLINT RD I-96 4 = 251'


15' -8'' L 196254.79'4 -

.8 MI NW OF US-23SPENCER RD I-96 4 = 234'


14' - 196169.23'4 -

@ US-23I-96 EB OLD US-23 3 = 148'

2 - 39.7' RS14-47065 Main 332 BITUMINOUS 14' - HS20+Mod7'' L 196269.23'4 -

@ US-23I-96 WB OLD US-23 3 = 125'

- 164 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B02-47066 Main 532 MONO CONC HS20+Mod 196143.64'2 -.2 MI E OF INGHAM CO LINE

I-96 EB W BR RED CEDAR R 1 = 40'

B03-47066 Main 532 MONO CONC HS20+Mod 196143.64'2 -.2 MI E OF INGHAM CO LINE

I-96 WB W BR RED CEDAR R 1 = 40'

B04-47066 Main 532 MONO CONC HS20+Mod 196143.64'2 -3.4 MI E OF INGHAM CO LIN

I-96 EB MIDDLE BR RED CEDAR 1 = 40'

B05-47066 Main 532 MONO CONC HS20+Mod 196143.64'2 -3.4 MI E OF INGHAM CO LIN

I-96 WB MIDDLE BR RED CEDAR 1 = 40'


16' -3'' L 196230.84'2 -

2.0 MI E OF INGHAM CO LINNICHOLSON RD I-96 4 = 235'


16' -6'' L 196232.81'2 -

4.0 MI E OF INGHAM CO LINFOWLERVILLE RD I-96 4 = 239'

B01-47082 Main 119 MONO CONC H20 19552 -.6 MI NW OF HOWELL

M-59 SHIAWASSEE R 2 = 31'

B02-47082 Main 402 LATEX CONC HS20 200043.64'2 - 0.1 MI E OF MICHIGAN ROAD

M-59 BOGUE CR 1 = 105'

R01-47082 Main 332 MONO CONC HS20 196249.21'2 -.4 MI E OF I-96

M-59,I-96 BL CSX RR 3 = 141'

R02-47082 Main 332 MONO CONC HS20 195743.64'2 -IN HOWELL

M-59 MDOT RR 3 = 124'

B01-47121 Main 104 BITUMINOUS H15 193238.06'2 -2.0 MI SW OF HOWELL

M-155 S BR SHIAWASSEE R 1 = 27'

R01-47997 Main 505 LATEX CONC H20 198751.84'2 -IN HOWELL

STATE STREET MDOT RR 3 = 78'

P01-47998 Main 505 MONO CONC PEDESTRIAN 198711.81'IN HOWELL

COURT STREET PED T & SB RR 3 = 74'

R01-47999 Main 505 MONO CONC HS20 198059.06'2 -IN HOWELL

MICHIGAN AVE MDOT RR 3 = 79'

Luce**************B01-48032 Main 332 LATEX CONC HS25 197851.84'2 -

1.3 MI N OF NEWBERRYM-123 TAHQUAMENON R 3 = 160'

- 165 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C01-48032 Main 119 NOT APPL HS20+Mod 190054.79'2 -1.6MI N OF NEWBERRY

M-123 OTTO CR. 1 = 12'

C01-48033 Main 119 NOT APPL HS20+Mod 190049.87'2 -0.7MI S OF M-28

M-117 MCGRAW CR 1 = 10'


M-123 AUGER CR 2 = 32'


M-123 MURPHY CR 2 = 20'

B01-48041 Main 505 MONO CONC H15 198956.43'2 -2.8 MI E OF SCHLCRFT COL

M-28 E BR FOX R 1 = 50'

C01-48041 Main 119 NOT APPL HS20+Mod 195153.81'2 -3.4MI W OF MCMILLAN

M-28 KINGS CR 1 = 10'

C02-48041 Main 119 NOT APPL HS20+Mod 190037.4'2 -1.2MI W OF W JCT M-117

M-28 PETER'S CR 1 = 14'

B01-48042 Main 101 MONO CONC HS25 199399.41'2 -.9 MI NW OF M-123

M-28 E BR TEASPOON CREEK 1 = 30'


5.5 MI E OF M-123M-28 W BR SAGE R 1 = 68'

B03-48042 Main 332 MONO CONC HS20 195942.98'2 -4.2MI W OF CHIPPEWA CO LI

M-28 E BR SAGE R 1 = 50'

C01-48042 Main 119 NOT APPL HS25 190048.88'2 -1.2MI E OF W JCT M-117

M-28 NO NAME 1 = 16'

C02-48042 Main 119 NOT APPL HS20+Mod 190041.99'2 -4.0MI W OF CHIPPEWA COL

M-28 BR E BR SAGE R 1 = 12'

Mackinac**************C01-49021 Main 119 NOT APPL HS20+Mod 190052.49'2 -

3.7MI NE OF GOULD CITYUS-2 ROCK RIVER 1 = 16'

R01-49021 Main 302 LATEX CONC H20 193838.39'2 -5.0 MI W OF M-117

US-2 WCL RR 5 = 254'


US-2 MILLECOQUIN R 2 = 100'

- 166 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



US-2 BLACK R 1 = 55'


14.8 MI E OF M-117US-2 HOG ISLAND CR 1 = 36'


16.0 MI E OF M-117US-2 DAVENPORT CR 1 = 31'

B05-49022 Main 701 BITUMINOUS HS20 199023.95'2 -2.6 E. OF NAUBINWAY

ROADSIDE PARK RD. CREEK 1 = 26'


11.9MI E OF NAUBINWAY US-2 PAQUIN CR 1 = 16'

B01-49023 Main 309 LATEX CONC H15 194742.65'2 -Appr 2044.3 MI NW OF BREVORT

US-2 CUT R 5 = 641'

B02-49023 Main 302 LATEX CONC H15 193538.39'2 -6.9 MI SE OF BREVORT

US-2 BREVORT R 1 = 55'

C01-49023 Main 119 NOT APPL HS20+Mod 190055.77'2 -10.9MI W OF ST IGNACE

US-2 POINT AUCHENE CR 1 = 20'

B01-49025 Main 332 LATEX CONC HS20 196442.65'2 -4.6 MI N OF M-123

I-75 SB CARP R 3 = 204'


I-75 NB CARP R 3 = 204'

B06-49025-1 Main 332 LATEX CONC HS20+Mod 196336.42'2 -3.6 MI S OF CHIPPEWA CO L

I-75 NB PINE R 9 = 522'

B06-49025-2 Main 332 LATEX CONC HS20+Mod 196336.42'2 -3.6 MI S OF CHIPPEWA CO L

I-75 SB PINE R 9 = 522'


I-75 HOBAN CR 1 = 13'

C02-49025 Main 119 NOT APPL HS20+Mod 1961123.03'4 -1.4MI N OF CASTLE ROCK

I-75 FOLEY CR 1 = 10'


I-75 SB MARTINEAUS CR 1 = 10'


I-75 NB MARTINEAS CR 1 = 50'

- 167 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

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I-75 CLEAR CR 3 = 204'


28' - 196034.78'2 -

IN ST IGNACE CO RD 4914I-75 NB CO RD 4914 & MBT RR(ABN) 4 = 278'


28' - 196034.78'2 -

IN ST IGNACE, CO RD 4914I-75 SB CO RD 4914 & MBT RR(ABN) 4 = 278'


15' - /199711'' L 195780.38'5 -

IN ST IGNACE I-75 US-2, I-75BL I-75 4 = 193'


15' - 196046.92'2 -

IN ST IGNACE PORTAGE ST I-75 NB PORTAGE ST 3 = 138'


15' - 196046.92'2 -

IN ST IGNACE, PORTAGE ST I-75 SB PORTAGE ST 3 = 138'


16' -10'' L 196036.75'2 -

@ N JCT I-75 BL I-75 BL I-75 4 = 247'


16' -6'' L 196336.75'2 -

@ M-123 M-123 I-75 4 = 197'

2 - 53.8' R 0'' RS05-49025 Main 332 LATEX CONC H15

16' - 196330.84'2 -

2.4 MI NE OF M-123 CHARLES MORAN RD I-75 SB 3 = 155'


15' - 196330.84'2 -

2.4 MI NE OF M-123 CHARLES MORAN RD I-75 NB 3 = 155'


15' - 196343.64'2 -

4.0 MI NE OF M-123 I-75 SB OLD US-2 3 = 118'


14' - 196343.64'2 -

4.0 MI NE OF M-123 I-75 NB OLD US-2 3 = 121'


15' - 196336.75'2 -

@ M-134 M-134 I-75 SB 3 = 155'


16' - 196336.75'2 -

@ M-134 M-134 I-75 NB 3 = 155'


16' - 196331.17'2 -

1.7 MI S OF CHIPPEWA CO LBAY RD I-75 SB 3 = 161'


16' - 196331.17'2 -

1.7 MI S OF CHIPPEWA CO LBAY RD I-75 NB 3 = 160'

- 168 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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C01-49026 Main 119 NOT APPL HS20+Mod 196316.4'4 -2.6MI N OF ST IGNACE

I-75BL HOBAN CR 1 = 12'

B01-49031 Main 101 BITUMINOUS HS20 195443.64'2 -2.2 MI N OF ENGADINE

M-117 DOE CR 1 = 24'

C01-49031 Main 119 NOT APPL HS20+Mod 1900102.36'2 -1.3MI N OF ENGADINE

M-117 FURLONG CR 2 = 16'


M-117 DOE CREEK 2 = 16'


M-117 DOE CREEK 2 = 16'


M-117 MCALPINE CR 1 = 10'


M-134 PINE R 3 = 180'

B02-49041 Main 332 BITUMINOUS HS20 195333.14'2 -6.2 MI SE OF I-75

M-134 NUNNS CR 1 = 50'

B03-49041 Main 505 MONO CONC HS25 199346.92'2 -3.4 MI W OF CHIPPEWA COL

M-134 MCKAYS CR 1 = 62'

C01-49041 Main 119 NOT APPL HS20+Mod 195144.29'2 -2.5MI W OF HESSEL

M-134 STEEL'S CR 1 = 10'

2 - 42' R 11'' RX01-49041 Main 303 TIMBER RAILROAD

13' - 195415.75'

2.3 MI W OF CHIPPEWA CO LMICH LIMESTONE RR M-134 3 = 152'

B01-49131 Main 332 MONO CONC HS20 196142.98'2 -2.8 MI NW OF GREEN

M-123 CARP R 1 = 47'

Macomb**************B01-50011 Main 219 BITUMINOUS HS20 1960145.01'6 -

IN WARRENM-53 BEAR CR 2 = 28'


IN WARRENM-53 RED RUN DRAIN 3 = 108'


IN WARRENM-53 BEAVER CR 1 = 63'

- 169 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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B04-50011-1 Main 532 LATEX CONC HS20 196462.99'3 -3.2 MI S OF M-59

M-53 NB PLUM CR 1 = 56'


M-53 SB PLUM CR 1 = 56'


M-53 SB CLINTON R 3 = 250'


M-53 NB CLINTON R 3 = 250'


14' - 196342.65'2 -

1.9 MI S OF M-59M-53 SB UTICA RD 3 = 127'


14' - 196635.1'2 -

1.2 MI S OF M-59CLINTON R RD M-53 5 = 318'


14' - 196652.17'2 -

0.4 MI S OF M-59M-53 SB CANAL RD 3 = 142'


16' -3'' L 199484.32'5 -

M-59 WB OV M-53M-59 M-53 2 = 236'


16' -3'' L 199476.12'4 -

M-59 EB OV M-53M-59 EB M-53 2 = 234'


14' - /2001 196642.65'2 -

1.0 MI S OF M-59M-53 SB 19 MILE RD 3 = 130'


14' - /2001 196642.65'2 -

1.0 MI S OF M-59M-53 NB 19 MILE RD 3 = 122'


14' - 196642.65'2 -

1.9 MI S OF M-59M-53 NB UTICA RD 3 = 127'


14' - 196642.65'2 -

0.4 MI S OF M-59M-53 NB CANAL RD 3 = 142'

C04-50012 Main 119 NOT APPL HS20+Mod 190048.88'2 -0.2 MI N OF 29 MILE ROAD

M-53 PRICE BROOK 1 = 14'

C05-50012 Main 119 NOT APPL HS20+Mod 190042.65'4 -0.1 MI S OF 30 MI RD

M-53 BR. HEALY DR. 1 = 11'

C06-50012 Main 119 NOT APPL HS20+Mod 190038.39'2 -0.6 MI N OF 30 MILE ROAD

M-53 HEALY DR 1 = 14'

- 170 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



5.6 MI N OF M-59M-53 SB MIDDLE BR CLINTON RIVER 3 = 104'


M-53 NB MIDDLE BR CLINTON RIVER 3 = 105'

C01-50013 Main 119 NOT APPL HS20+Mod 1900194.55'4 -8 MI N OF UTICA

M-53 BROWN DRAIN 1 = 10'


14' - 196559.38'4 -

3.0 MI N OF M-5923 MI RD M-53 4 = 228'


14' - 196542.65'2 -

4.0 MI N OF M-59M-53 SB 24 MILE RD 3 = 108'


14' - 196659.38'4 -

6.2 MI N OF M-5926 MI RD M-53 4 = 228'


14' - 196533.14'2 -

1.0 MI N OF M-59 21 MI RD M-53 4 = 207'


14' -7'' L 196533.14'2 -

2.0 MI N OF M-5922 MI RD M-53 4 = 207'


14' - 196642.65'2 -



14' - 196642.65'2 -



14' - /2001 196542.65'2 -

4.0 MI N OF M-59M-53 NB 24 MILE RD 3 = 108'


14' - 196642.65'2 -



15' - 196642.65'2 -


B01-50015 Main 532 MONO CONC HS20 199065.29'2 -0.1 MI S OF 33 MILE RD

M-53 SB EAST POND CREEK 3 = 60'


14' - 199050.52'2 -

3.0 MI. S. OF ROMEOM-53 SB 29 MILE RD 3 = 179'

B01-50021 Main 532 MONO CONC HS25 1994155.18'8 -IN UTICA

M-59 CLINTON RIVER 2 = 85'

- 171 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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***********************************************************************************************************************************************************************************************************************************************************



16' - 199464.3'4 -

IN UTICAUTICA RD M-59 2 = 143'


16' -3'' L 199444.29'2 -

IN UTICAMERRILL RD M-59 2 = 130'

7 - 64' R 3'' RX01-50021 Main 352 NOT APPL 16' - RAILROAD

16' -3'' L 199423.29'

IN UTICACONRAIL M-59 2 = 154'


M-59 EB GLOEDE DRAIN 1 = 42'


M-59 WB MIDDLE BR CLINTON R 3 = 135'


M-59 EB N BR CLINTON R 3 = 230'

B04-50022 Main 119 MONO CONC OTHER 19934 -3.1 MI. EAST OF M-53

M-59 WB GLOEDE DRAIN 1 = 42'

B05-50022 Main 532 MONO CONC HS25 199667.59'3 -4.2 MILES E. OF M-53

W BD. M-59 MDLE BR CLINTON RIVER 3 = 135'

B06-50022 Main 532 MONO CONC HS25 199664.3'3 -0.7 MILES W. OF M-97

E BD. M-59 N BR CLINTON RIVER 3 = 230'

C01-50022 Main 119 NOT APPL HS20+Mod 19004 -3.5 MILES W OF M-97

M-59 CRITTDEN DRAIN 1 = 17'

C02-50022 Main 119 NOT APPL HS20+Mod 190069.23'2 -1.6 MI W OF M-97

M-59 MILLER DRAIN 1 = 14'


14' - 197244.29'2 -

@ OAKLAND COUNTY LINEM-59 EB DEQUINDER RD 3 = 159'


16' -3'' L 199439.04'2 -

0.5 WEST OF UTICAXOVER W/MOUND RD M-59 2 = 178'


14' - 197243.31'2 -

1.5 MI W OF UTICAM-59 EB RYAN RD 1 = 117'


13' - 197170.21'2 -

1.5 MI W OF UTICAM-59 WB RYAN RD 1 = 117'


14' - 199472.83'4 -

0.5 MI. WEST OF UTICAU TRN W/MOUND RD M-59 2 = 130'

- 172 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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16' -3'' L 199452.49'3 -

0.5 MI. WEST OF UTICASB MOUND RD M-59 2 = 130'


16' -3'' L 199452.49'3 -

0.5 MI. WEST UTICANB MOUND RD M-59 2 = 130'


15' - 197244.29'2 -

@ OAKLAND COUNTY LINEM-59 WB DEQUINDRE RD 3 = 159'


16' - 199442.98'2 -

0.5 MI, WEST OF UTICAU TRN E/MOUND RD M-59 2 = 130'


IN MT CLEMENSM-97 CLINTON R 3 = 210'


16' - 19664.92'

Appr 300IN MT CLEMENS@ ROSE AVE WALKOVE M-97 5 = 180'


17' - 19716.89'

Appr 300IN FRASERMASONIC BLVD PED X M-97 5 = 205'

B01-50051 Main 211 BITUMINOUS H15 192060.37'4 -IN MT CLEMENS

M-3 SB CLINTON R 3 = 241'

B02-50051 Main 382 MONO CONC HS20 196454.13'3 -IN MT CLEMENS

M-3 NB CLINTON R 3 = 270'


14' - 196445.6'1 -

IN ROSEVILLE , 13 MI RDI-94 CONN NB GRATI 13 MILE RD 3 = 133'


14' - 196445.6'2 -

IN ROSEVILLE 13 MI RDI-94 CONN SB GRATI 13 MILE RD 3 = 133'


15' - 19729.84'

Appr 101IN WARRENTHOMAS ST PED X-OV I-696 16 = 563'


16' - 197223.62'2 -

0.1 MILES E. OF DEQUINDREU TURN @ AUGUSTINE I-696 2 = 172'


16' - 197237.73'2 -

IN WARRENEB 11 MI RMP I-696 I-696 2 = 262'


16' - 197278.41'4 -

IN WARRENRYAN ST I-696 2 = 178'


16' - 197254.13'2 -

IN WARRENMEREDITH DR I-696 2 = 188'

- 173 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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10 - 84' L 84' R 5'' RS05-50061 Main 382 MONO CONC H20

16' - 197237.73'2 -

@ CRYSTAL IN WARRENEB 11 MILE RD I-696 2 = 335'


15' - 197544.29'2 -

CITY OF WARRENRAMP G AT MOUND RD I-696 15 = 1534'


26' -4'' L 197544.29'2 -

CITY OF WARRENRAMP G AT MOUND RD I-696 15 = 1345'


14' -9'' L 197746.26'2 -

CITY OF WARREN10.5 MI ROAD MND.RD.&RMPS A&B O I696 5 = 425'


16' - 197749.87'3 -

CITY OF WARREN11 MI.ROAD E.BD. MND.RD.&RMPS C&D O I696 4 = 390'


15' -9'' L 197772.51'4 -

CITY OF WARREN11 MI.ROAD W.BD. MND.RD.&RMPS C&D O I696 4 = 359'

13 - 44' L 88.3' R 4'' RS14-50061 Main 382 MONO CONC H20

16' - 197566.27'4 -

CITY OF WARRENSHERWOOD AVE. I-696 &RAMPS B,C,H,&F 6 = 570'


15' - 197237.73'2 -

IN CENTERLINEEB 11 MILE RD I-696 2 = 337'


16' - 197263.32'3 -

IN WARREN & CENTERLINEU-TRN & LFT TRN I-696 3 = 196'


19' - 1972106.3'4 -

IN WARREN & CENTERLINEVAN DYKE AVE (M53) I-696 2 = 207'


16' - 197233.14'2 -

IN WARREN & CENTERLINELFT TRN LANE I-696 2 = 196'


17' - 197226.25'2 -

IN WARREN W OF HOOVERLFT TRN LANE I-696 2 = 196'


18' - 197278.41'5 -

IN WARRENHOOVER RD I-696 2 = 206'


17' - 197226.25'2 -

IN WARREN E OF HOOVERLFT TRN LANE I-696 2 = 196'


16' - 197378.41'5 -

IN WARRENSCHOENHERR RD I-696 2 = 196'


16' - 197366.27'4 -

IN WARRENBUNERT RD I-696 2 = 196'

- 174 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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17' - 1973106.3'7 -

IN WARRENM-97 GROESBECK HWY I-696 2 = 240'


17' - 1973121.06'7 -

IN WARREN & ROSEVILLEHAYES RD I-696 2 = 202'


16' - 197242.32'2 -

IN WARRENWAGNER DR I-696 4 = 257'


16' - 197342.32'2 -

IN WARRENFAIRFIELD AVE I-696 2 = 196'


14' -4'' L 197649.87'3 -

CITY OF WARRENS.BD.SERVICE RD. RAMPS A&F.OFF I-696 1 = 157'


15' - 197688.25'4 -

CITY OF WARRENRAMPS E&F MOUND &SER.RDS OV I-696 7 = 622'


16' - 197681.69'2 -

IN THE CITY OF WARRENN.BD.MOUND RD. I-696 2 = 175'


16' - 197681.69'3 -

IN THE CITY OF WARRENS.BD.MOUND RD. I-696 2 = 175'


16' - 197637.73'2 -

IN THE CITY OF WARRENN.BD.SERVICE RD. I-696 2 = 175'


16' - 197637.73'2 -

IN THE CITY OF WARRENS.BD.SERVICE RD. I-696 2 = 175'


15' - 197637.73'2 -

CITY OF WARRENS.BD.SERVICE RD. RAMPS D&H OFF I-696 1 = 188'

2 - 44' RS36-50061 Main 382 MONO CONC 14' - HS207'' L 197637.73'2 -

CITY OF WARRENN.BD.SERVICE RD. RAMPS B&G OFF I-696 1 = 146'


16' - 197649.87'2 -

CITY OF WARRENN.BD.SERVICE RD. RAMPS C&E OFF I-696 1 = 168'


16' - 197248.23'2 -

IN WARREN & CENTERLINEARSENAL AVE I-696 2 = 211'


16' - 197244.29'2 -

IN WARRENCAMPBELL RD I-696 2 = 198'


16' - 197323.62'2 -

IN WARREN @ SCHOENHERRSCHOENHERR LFT TRN I-696 2 = 196'

- 175 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



17' - 197223.62'1 -

IN WARREN W OF RYANU TURN @ ELCAPITAN I-696 3 = 178'


16' - 197233.79'

IN CENTERLINECONRAIL I-696 2 = 221'

15 - 85' L 85' R 11'' RX02-50061 Main 303 NOT APPL RAILROAD

16' - 197320.01'

IN WARRENGTW RR I-696 4 = 338'


15' - 19728.86'

Appr 101IN ROSEVILLE GRANDMONT PED X-OV I-696 & SERVICE RDS 14 = 551'


16' - 19728.86'

Appr 101IN ROSEVILLEFERNWOOD PED X-OVR I-696 & SERVICE RDS 14 = 542'


17' - 197266.27'4 -

IN ROSEVILLEGROVELAND AVE I-696 2 = 200'

6 - 60' L 60' R 1'' RS03-50062-1 Main 382 MONO CONC 17' - HS20

17' -9'' L 197265.62'4 -

IN ROSEVILLE NB GRATIOT AVE M-3 I-696 2 = 190'


17' -8'' L 197265.62'3 -

IN ROSEVILLE SB GRATIOT AVE M-3 I-696 2 = 190'


17' - 197247.24'2 -

IN ROSEVILLENIEMAN ST I-696 2 = 196'


17' - 197237.73'2 -

IN ROSEVILLESO- SERVICE RD I-696 3 = 285'


17' - 197237.73'2 -

IN ROSEVILLENO. SERVICE RD I-696 3 = 249'


16' - 197246.26'2 -

@ ROSEVILLE & ST CLAIR SHI-696 RAMP E TO N 11 MI RD, I-94 & RAMPS 3 = 1123'


14' - 197282.35'4 -

IN ROSEVILLE696 SERVICE RD. I-696 RAMP N TO W 3 = 147'


15' - 197246.26'2 -

IN ST. CLAIR SHORESI-696 RAMP N TO W I-94 4 = 296'


17' - 197254.13'3 -

IN ROSEVILLEBELANGER AVE I-696 2 = 196'


17' -7'' L 197258.4'3 -

IN ROSEVILLEBARKMAN AVE I-696 2 = 202'

- 176 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-50072 Main 532 MONO CONC HS20 197278.41'4 -1.4 MI W OF NEW BALTIMORE

M-29 FISH CR 1 = 40'

B02-50072 Main 532 MONO CONC HS20 197278.41'4 -.7 MI W OF NEW BALTIMORE

M-29 SALT R 3 = 98'

B03-50072 Main 104 INTEG CONC HS20 195260.7'5 - IN NEW BALTIMORE

M-29 MARSAC CR 1 = 30'

C01-50072 Main 119 NOT APPL HS20+Mod 197296.78'5 -0.4 MI E OF I-94

M-29 SOUTHERLAND DRAIN 1 = 12'

C02-50072 Main 119 NOT APPL HS20+Mod 1972107.94'5 -100 FT W OF FOSTER RD

M-29 MELDRUM DRAIN 1 = 10'

C03-50072 Main 119 NOT APPL HS20+Mod 190037.73'2 -50 FT NE OF HOOKER ST

M-29 CREPEAU DRAIN 1 = 19'


1.0 MI S OF MEMPHISM-19 ASHERY CR 1 = 46'

C01-50091 Main 119 NOT APPL HS20+Mod 19002 -N. LIMITS OF RICHMOND

M-19 GILLETT DRAIN 1 = 14'

B01-50092 Main 505 MONO CONC HS25 198559.38'3 -1.5 MI W OF I-94

M-19 S BR SALT R 1 = 24'

B02-50092 Main 505 BITUMINOUS HS25 199151.18'2 -5.2 MI SW OF ST CLAIR CO

M-19 SALT R 1 = 45'

B03-50092 Main 505 BITUMINOUS HS25 199151.18'2 -3.3 MI SW OF ST CLAIR COL

M-19 SALT RIVER 1 = 35'

B04-50092 Main 505 BITUMINOUS HS25 199151.18'2 -2.7 MI SW OF ST CLAIR CO

M-19 SALT R 1 = 35'

C01-50092 Main 319 NOT APPL HS20+Mod 190062.01'1 - 0.4 MI E OF NEW HAVEN

M-19 SB SHOOK DRAIN 2 = 18'


2.1 MI SE OF MT CLEMENSI-94 CLINTON RIVER 4 = 276'

B02-50111 Main 332 LATEX CONC HS20 196348.88'8 -2.0 MI SE OF MT CLEMENS

I-94 RAMP(WB BEACH CLINTON R SPILLWAY 5 = 304'


17' - /1998 196360.04'4 -

.2 MI E OF MT CLEMENSI-94 WB CLINTON R & N&S RDS 6 = 358'

- 177 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


4 - 50.2' R 6'' RB04-50111 Main 302 LATEX CONC HS20

17' - /1998 194752.49'3 -

0.3 MI E OF MT CLEMENSI-94 EB CLINTON R & N&S RDS 6 = 358'


15' - 19678.86'

W LTS OF ST CLAIR SHORES@SHADY LANE WALKOV I-94 2 = 185'


17' -0'' L 19678.86'

W LTS OF ST CLAIR SHORESWASHINGTON AVE WAL I-94 2 = 188'

R01-50111-3 Main 332 LATEX CONC HS20+Mod 196354.79'3 -1.3 MI SW OF M-59

I-94 EB USAF SPUR TRACK 3 = 165'

R01-50111-4 Main 332 LATEX CONC HS20+Mod 196354.79'3 -1.3 MI SW OF M-59

I-94 WB USAF SPUR TRACK 3 = 165'

6 - 60.4' L 60.4' R 1'' RS01-50111 Main 332 LATEX CONC HS20+Mod

15' - 196720.34'1 -

IN ST CLAIR SHORES9 MI RD SB TURN RD I-94 4 = 184'

6 - 60' L 60' R 11'' RS02-50111 Main 332 LATEX CONC HS20+Mod

14' - 196762.34'4 -

W LTS OF ST CLAIR SHORES9 MI RD I-94 4 = 209'


14' - 196720.34'1 -

W LTS OF ST CLAIR SHORES9 MI RD NB TURN RD I-94 4 = 184'


15' - 196640.35'2 -

W LTS OF ST CLAIR SHORESSTEPHENS DR I-94 4 = 196'


15' - 196520.34'1 -

W LTS OF ST CLAIR SHORES10 MI RD S INT I-94 4 = 183'


14' - 196562.34'4 -



15' - 196520.34'1 -

W LTS OF ST CLAIR SHORES10 MI RD N INT I-94 4 = 184'


14' - 196742.32'2 -

W LTS OF ST CLAIR SHORESFRAZHO RD I-94 4 = 210'


15' - 196778.41'4 -

W LTS OF ST CLAIR SHORES11 MI RD/TRM I-696 I-94 4 = 206'


15' -0'' L 196742.32'2 -

W LTS OF ST CLAIR SHORESMARTIN RD I-94 4 = 215'


15' -0'' L 196720.34'1 -

W LTS OF ST CLAIR SHORES12 MI RD S INTERCH I-94 4 = 195'

- 178 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' -0'' L 196762.34'4 -



17' -0'' L 196720.34'1 -

W LTS OF ST CLAIR SHORES12 MI RD N INTERCH I-94 4 = 195'


16' - 196545.6'2 -

IN ROSEVILLE (NB GRATIOT)M-3 TO I-94 EB CON I-94 SB 3 = 199'


14' - 1965130.58'7 -

IN ROSEVILLEI-94 13 MILE RD 3 = 181'


14' - 1965134.84'8 -

IN ROSEVILLEI-94 LITTLE MACK AVE 3 = 222'


15' - 1965126.64'6 -

E LTS OF ROSEVILLEI-94 MASONIC BLVD 3 = 135'


14' -6'' L 1964126.64'6 -

N LTS ST CLAIR SHORESI-94 14 MILE RD 3 = 192'


14' - 1964121.39'6 -

0.5 MI N OF ST CLAIR SHRSI-94 QUINN RD 3 = 126'


14' - 196459.71'3 -

0.7 MI. S. OF M-29I-94 EB HARPER RD 3 = 176'


15' - 196459.71'3 -

0.7 MI S OF M-29I-94 WB HARPER RD 3 = 174'


16' - /19980'' L 196343.96'3 -

N OF ST CLAIR SHORESSHOOK RD I-94 4 = 219'


14' - 1963125.66'8 -

1.0 MI NE OF OLD M-29I-94 METRO BEACH PKWY RD 4 = 202'


14' - /1984 196353.15'3 -

0.5 MI SE OF MT CLEMENSI-94 EB CROCKER RD 5 = 380'


14' - /1984 196353.15'3 -

0.5 MI SE OF MT CLEMENSI-94 WB CROCKER RD 5 = 380'


14' - 196354.79'3 -

1.5 MI SW OF M-59I-94 EB JOY RD 3 = 132'


14' - 196354.79'3 -

1.5 MI SW OF M-59I-94 WB JOY RD 3 = 132'

- 179 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' -0'' L 196076.77'4 -

1.1 MI NE OF M-5921 MI RD I-94 4 = 245'


16' -0'' L 196333.14'2 -

1.0 MI S OF M-29COTTON RD I-94 4 = 260'


16' -5'' L 199652.17'2 -

CHESTERFIELD/HARRISON TWPM-59 (EB) I-94 2 = 276'


16' -9'' L 199663.32'3 -

CHESTERFIELD/HARRISON TWPM-59 (WB) I-94 2 = 276'

B01-50112-3 Main 332 MONO CONC HS20+Mod 196342.65'2 -0.4 MI NE OF M-19

I-94 EB SALT RIVER 2 = 124'

B01-50112-4 Main 332 MONO CONC HS20+Mod 196342.65'2 -0.4 MI NE OF M-19

I-94 WB SALT RIVER 2 = 124'

C01-50112 Main 119 NOT APPL HS20+Mod 19005 -1.8 MI NE OF M-29

I-94 & NB RAMP FISH CREEK 1 = 12'


16' -0'' L 196375.13'4 -

@ M-3 & M-29M-3 & M-29 I-94 4 = 348'


16' -0'' L 196337.4'2 -

@ M-19M-19 NEW HAVEN RD I-94 4 = 216'


16' -0'' L 196335.1'2 -

1.5 MI SW OF ST CLAIR CO26 MI RD I-94 4 = 356'


16' -0'' L 196333.14'2 -

ST CLAIR CO LINECO LINE RD I-94 4 = 268'

Manistee**************B01-51011 Main 316 OTHER H15 193353.81'4 -

Appr 352IN MANISTEEUS-31 MANISTEE R 3 = 316'

C01-51012 Main 119 NOT APPL OTHER 19002 -0.6MI N OF 13MILE RD

US-31 LITTLE BEAR CR 1 = 16'

R01-51012 Main 332 MONO CONC HS20 196343.31'2 -5.5 MI NE OF M-22

US-31 CSX RR (ABN) 3 = 168'


.1 MI E OF US-31M-55 MANISTEE R 6 = 360'

- 180 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B02-51021 Main 104 BITUMINOUS H15 193249.87'2 -10.8 MI W OF WEXFORD CO L

M-55 PINE CR 1 = 27'

B03-51021 Main 309 MONO CONC H15/1989 193443.96'2 -

4.2 MI W OF WEXFORD COLM-55 PINE R 3 = 613'

C01-51021 Main 119 NOT APPL OTHER 190041.99'2 -AT KETTLEHOLE RD

M-55 CLAY BANK CREEK 1 = 10'

B01-51031 Main 332 MONO CONC HS20 196441.34'2 -2.5 MI S OF BENZIE CO LIN

M-22 RICHLEY CR 1 = 26'

B01-51041 Main 302 BITUMINOUS H20 194040.03'2 -.6 MI SE OF BENZIE CO LIN

M-115 BETSIE R 3 = 150'

B02-51041 Main 104 BITUMINOUS H15 193738.06'2 -2.7 MI SE OF BENZIE CO LI

M-115 BEAR CR 1 = 27'

C01-51041 Main 119 NOT APPL OTHER 190050.85'2 -S LIMITS OF COPEMISH

M-115 FIRST CREEK 1 = 10'

R01-51041 Main 302 BITUMINOUS H20 194040.35'2 -1.3 MI SE OF BENZIE CO LI

M-115 CSX RR (ABN) 3 = 120'

Marquette**************B01-52011 Main 302 MONO CONC HS20

/1991 193841.01'2 -

.2 MI N OF DICKINSON CO LM-95 MICHIGAMME R 3 = 195'

B02-52011 Main 302 MONO CONC HS20 195835.1'2 - 9.8 MI S OF US-41

M-95 TROUT FALLS CR 3 = 129'

B03-52011 Main 332 MONO CONC HS20 195837.4'2 - 6.9 MI S OF US-41

M-95 MICHIGAMME R 4 = 260'

B04-52011 Main 104 BITUMINOUS H20 194247.9'2 - 3.2 MI S OF US-41

M-95 BLACK RIVER 1 = 39'

C01-52011 Main 119 NOT APPL OTHER 194073.49'2 - 1.9MI NE OF MICHIGAMME R

M-95 BRUCE CR 1 = 12'

C02-52011 Main 119 NOT APPL OTHER 194068.24'2 - 2.7MI NE OF REPUBLIC

M-95 GRANITE LAKE OUTLET 1 = 12'

B01-52021 Main 104 BITUMINOUS HS20 195343.64'2 - 1.6 MI E OF US-41

M-94 NELSON CR 1 = 30'

- 181 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-52022 Main 319 NOT APPL HS20+Mod/1985 19642 -

1.8 MILES WEST OF US41M-94 (CO RD 460) E.BRANCH CHOCOLAY RIVER 4 = 45'

R01-52022 Main 505 BITUMINOUS HS20+Mod/1997 197645.6'2 -

0.4 MI EAST OF 553M-94 (CO RD 462) C & N W RAILROAD 3 = 140'

C01-52031 Main 319 NOT APPL OTHER 190087.93'2 - 4.1MI SE OF LITTLE LAKE

M-35 SAWMILL CR 1 = 14'

B01-52032 Main 352 LATEX CONC H20 194047.24'2 - IN GWINN

M-35 E BR ESCANABA R 1 = 70'

B03-52032 Main 505 BITUMINOUS HS20 198546.59'2 - 6.2 MI NW OF GWINN

M-35 MIDDLE BR ESCANABA R 1 = 143'

B04-52032 Main 505 BITUMINOUS HS20 198546.92'2 - 7.5 MI NW OF GWINN

M-35 GREEN RIVER 1 = 60'

B05-52032 Main 505 BITUMINOUS HS20 19862 - 6.0 MI S OF PALMER

M-35 FIFTEEN CREEK 1 = 30'

B06-52032 Main 505 BITUMINOUS HS20 19862 - 3.0 MI SE PALMER

M-35 SWEITZERS CREEK 1 = 40'

B07-52032 Main 505 BITUMINOUS HS20 198446.59'2 - 2 MI SE OF PALMER

M-35 WARNER CREEK 1 = 45'

B08-52032 Main 505 BITUMINOUS HS25 198646.92'2 - IN PALMER

M-35 WARNER CREEK 1 = 45'

B09-52032 Main 332 MONO CONC H20 196542.32'2 - IN PALMER

M-35 WARNER CR 1 = 45'

B11-52032 Main 332 LATEX CONC HS20 196747.9'2 - 1.2 MI W OF GWINN

M-35 MID BR ESCANABA R 3 = 201'

C01-52032 Main 119 NOT APPL HS20+Mod 19002 - 0.4MI S OF PALMER

M-35 WARNER CR 1 = 10'

C04-52032 Main 319 NOT APPL OTHER 1964102.03'2 - 0.6MI N OF PALMER

M-35 BR WARNER CR 2 = 14'

C05-52032 Main 319 NOT APPL OTHER 1964109.91'2 - 0.9MI N OF PALMER


C06-52032 Main 319 NOT APPL OTHER 196495.8'2 - 1.3MI NE OF PALMER


- 182 -

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STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C07-52032 Main 319 NOT APPL OTHER 190023.95'2 - 7.0 MI NE OF PALMER

M-35 CARP RIVER 1 = 13'


4.0 MI NE OF PALMER M-35 C&NW & GOOSE LK 4 = 262'

2 - 83.3' R 8'' RZ01-52032 Main 303 NONE OTHER

16' - 197611.15'

0.5 MI S OF PALMER TILDEN PIPELINE M-35 1 = 100'

B01-52041 Main 532 MONO CONC HS25 199446.92'2 - 2.3 MI W OF CHAMPION

US-41 M-28 PESHEKEE RIVER 3 = 255'

B02-52041 Main 532 MONO CONC HS25 198951.18'2 - 2.5 MI E OF M-95

US-41 M-28 ESCANABA RIVER MIDDLE BR 1 = 63'

B03-52041 Main 104 BITUMINOUS HS20 194798.43'2 - 3.9 MI W OF ISHPEMING

US-41 CARP R BURIED 1 = 24'

B04-52041 Main 332 LATEX CONC HS25 197987.93'5 - IN ISHPEMING

US-41 CARP RIVER 1 = 40'

C01-52041 Main 119 NOT APPL OTHER 19002 - 1.3MI E OF MICHIGAMME

US-41,M-28 THOMAS LAKE OUTLET 1 = 12'

R01-52041 Main 332 LATEX CONC HS25 197987.93'5 - AT W.LIMITS OF ISHPEMING

US-41 LS&I RR 3 = 139'

B01-52042-1 Main 302 INTEG CONC HS20 195543.31'2 - 1.3 MI W OF M-35

US-41 NB CARP R 3 = 110'

B01-52042-2 Main 302 MONO CONC HS20 195843.31'2 - 1.3 MI W OF M-35

US-41 SB CARP R 3 = 110'


IN MARQUETTE US-41 M-28 CARP RIVER 1 = 92'

C01-52042 Main 119 NOT APPL OTHER 1900143.04'2 - AT BRICKYARD RD

US-41,M-28 BRICKYARD CR 2 = 16'


18' - 19717.87'

Appr 300IN HARVEY PEDESTRIAN X-OUR US-41 5 = 173'


18' -2'' L 196340.35'2 -

IN MARQUETTE ALTAMONT ST US-41 M-28 3 = 173'


14' -1'' L 196340.35'2 -

IN MARQUETTE CHAMPION ST US-41 M-28 3 = 199'

- 183 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' -1'' L 195614.11'

3.5 MI W OF MARQUETTE LS&I RR US-41 2 = 86'


15' -3'' L 196321.98'

IN MARQUETTE WCL RR US-41 3 = 248'

B01-52043 Main 104 INTEG CONC HS20 195278.08'2 - .9 MI SE OF M-28

US-41 CHERRY CR BURIED 1 = 24'

B02-52043 Main 402 MONO CONC HS20 195243.31'2 - 2.1 MI SE OF M-28

US-41 BIG CR 3 = 111'

B04-52043 Main 332 MONO CONC HS20 195443.31'2 - 7.5 MI SE OF M-28

US-41 CHOCOLAY R 2 = 90'

B08-52043 Main 219 BITUMINOUS H15 193981.04'2 - 4.9 MI NW OF ALGER CO LIN

US-41 NELSON CR BURIED 2 = 23'

C01-52043 Main 119 NOT APPL OTHER 1963118.77'2 - .5 N M-94&US-1 JUNCT

US-41 W.BR. NELSON CR. 2 = 18'

C02-52043 Main 119 NOT APPL OTHER 1963104.99'2 - 10.1 S. OF M-28 JCT.

US-41 NELSON CR 2 = 18'

C03-52043 Main 119 NOT APPL OTHER 19632 - 1.4MI S OF M-28

US-41 CEDAR CR 1 = 10'

R01-52043 Main 302 BITUMINOUS H20 193738.39'2 - 4.6 MI NW OF ALGER CO LIN

US-41 LS&I RR (ABN) 3 = 134'


34' - 193613.78'

IN MARQUETTE (S FRONT ST)WCL RR US-41BR 20 = 1050'

R01-52055 Main 505 MONO CONC HS20+Mod 197648.88'2 - 4.0 MI N OF M35

M-553 (CO RD 553) C & N W RAILROAD 3 = 188'

B01-52061 Main 302 BITUMINOUS H20 193838.39'2 - 1.1 MI E OF US-41

M-28 CHOCOLAY R 3 = 135'


14' - 193820.01'

1.5 MI E OF US-41 WCL RR M-28 1 = 106'


13' - 1936118.44'

IN NEGAUNEE WCL & C&NW RR(ABN) M-28 BR CITY STREET 1 = 75'


17' - 190820.01'

IN NEGAUNEELS&I RR M-28 BR 1 = 47'

- 184 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' - 1963

0.1 MI S OF US-41 OR M-28WCL RR M-28 BR (LAKESHORE DR) 1 = 52'

Mason**************B01-53011 Main 505 MONO CONC HS25

/1993 193446.92'2 -

.6 MI N OF LUDINGTONM-116 LINCOLN R 3 = 153'

B02-53011 Main 505 MONO CONC H15/1990 193446.92'2 -

5.0 MI N OF LUDINGTONM-116 BIG SABLE R 2 = 125'

B01-53022 Main 219 BITUMINOUS H15 1938125.98'2 - 6.3 MI E OF US-31

US-10 WELDON CR 2 = 27'

C01-53022 Main 119 NOT APPL OTHER 19002 -0.5MI E OF CUSTER RD

US-10 BLACK CREEK 2 = 15'

B01-53031 Main 101 BITUMINOUS H15 192545.28'2 - .9 MI N OF OCEANA CO L

OLD US-31 DURHAM CR 2 = 24'


2.3 MI S OF US-10OLD US-31 PERE MARQUETTE R 1 = 75'


1.9 MI S OF US10OLD US-31 PERE MARQUETTE R 1 = 75'

C03-53031 Main 119 NOT APPL OTHER 19002 -2.5MI N OF OCEANA COL

US-31 KIBBY CREEK 1 = 10'


.4 MI S OF US-10OLD US-31 CSX RR 4 = 167'

B01-53033 Main 505 MONO CONC HS25 199251.18'2 - 4.2 MI N OF US-10

US-31 S BR LINCOLN R 1 = 50'

B02-53033 Main 505 MONO CONC HS25 199251.18'2 - 6.3 MI N OF US-10

US-31 N BR LINCOLN R 1 = 60'


4.9 MI S OF MANISTEE CO LUS-31 BIG SABLE R 1 = 60'

C01-53033 Main 119 NOT APPL OTHER 19002 -50FT N OF COLBORN RD

US-31 BR FREEMAN CREEK 1 = 12'

C02-53033 Main 119 NOT APPL OTHER 19002 -0.1MI N OF FREEMAN RD

US-31 FREEMAN CREEK 1 = 10'

- 185 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-53034 Main 482 MONO CONC HS25 198947.9'2 - 3.6 MI.S.E. OF LUDINGTON

US-31 N B PERE MARQUETTE R 3 = 400'

B02-53034 Main 482 MONO CONC HS25 198947.9'2 - 3.6 MI.S.E. OF LUDINGTON

US-31 S B PERE MARQUETTE R 4 = 400'

R01-53034 Main 532 MONO CONC HS25 198865.94'2 -3.1 MI.E. OF LUDINGTON

US-31 N B CSX RR 3 = 141'

R02-53034 Main 502 MONO CONC HS25 198857.74'2 -3.1 MI.E. OF LUDINGTON

US-31 S B CSX RR 3 = 141'


19' -2'' L 198646.92'2 -

2.2 MI N OF CO LINEEX US31 US-31 2 = 338'


18' -8'' L 198644.95'2 -

3.0 MI N OF CO LINEMEISENHEIMER RD US-31 2 = 287'


18' -6'' L 198641.01'2 -

3.6 MI S LUDINGTONCHAUVEZ RD US-31 4 = 306'


15' - 198647.9'2 -

3.5 MI SE LUDINGTONUS-31 N B EX US31 1 = 113'


14' - 198647.9'2 -

3.5 MI SE LUDINGTONUS-31 S B EX US31 1 = 93'


17' -4'' L 198739.04'2 -

3.4 MI.E. OF LUDINGTONCONRAD RD US-31 2 = 294'


16' -3'' L 198735.76'2 -

3 MI E OF LUDINGTONUS-31 NB US-10& US-31 1 = 121'

Mecosta**************B01-54011 Main 532 MONO CONC HS25 199350.2'2 -

IN MORLEY US-131(OLD) LITTLE MUSKEGON R 2 = 200'

B02-54011 Main 532 MONO CONC HS25 199646.92'2 -2.8 MI NW OF STANWOOD

US-131 (OLD) MUSKEGON R 3 = 300'

C01-54011 Main 119 NOT APPL OTHER 19002 -2.4 MI N OF MORLEY

US-131(OLD) BR OF BIG CREEK 1 = 14'

C02-54011 Main 119 NOT APPL OTHER 1900109.91'2 -0.5 MI S OF 6MI RD

US-131(OLD) NO NAME 1 = 12'

- 186 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C03-54011 Main 119 NOT APPL OTHER 190046.92'2 -0.3 MI N OF FILMORE RD

US-131(OLD) MACKS CR 1 = 15'

C04-54011 Main 119 NOT APPL OTHER 190016.08'2 -N LIMITS OF STANWOOD

US-131(OLD) MACKS CR 1 = 15'

C05-54011 Main 119 NOT APPL OTHER 190016.08'2 -0.3 MI S OF 12 MI RD

US-131(OLD) COLD SPRINGS CR 1 = 12'

C06-54011 Main 119 NOT APPL OTHER 190043.64'2 -50FT N OF ARTHUR RD

US-131(OLD) WINTER'S CR. 1 = 10'


13' - 193113.78'

2.8 MI N OF MORLEY MDOT RR (ABN) US-131 (OLD) 1 = 72'

B01-54012 Main 302 MONO CONC HS20 194862.34'4 -IN BIG RAPIDS

US-131 BL MITCHELL CR 1 = 40'

B02-54012 Main 302 BITUMINOUS H15 192979.4'2 - IN PARIS

US-131(OLD) PARIS CR 1 = 34'

C01-54012 Main 119 NOT APPL OTHER 190029.2'2 -0.1MI S OF 19MI RD

US-131(OLD) DALZIEL CR 1 = 15'

C02-54012 Main 119 NOT APPL OTHER 190031.17'2 -0.3MI N OF 22MI RD

US-131(OLD) CHENEY CR 1 = 12'

C03-54012 Main 119 NOT APPL OTHER 190023.95'2 -0.7MI N OF 22MI RD

US-131(OLD) BUCKHORN CR 1 = 18'


17' - 19676.23'

Appr 300IN BIG RAPIDS PED X-OVER @ PINE US-131 BL 4 = 137'

B03-54013 Main 332 MONO CONC HS25 197945.6'2 -WEST OF MORLEY

US-131 SB LITTLE MUSKEGON RIVER 3 = 204'

B04-54013 Main 382 MONO CONC HS25 197945.6'2 -WEST OF MORLEY

US-131 NB LITTLE MUSKEGON RIVER 3 = 262'


16' - 197945.6'2 -

2 MILES WEST OF MORLEY JEFFERSON ROAD SB US-131 1 = 140'


16' - 197945.6'2 -

2 MILES WEST OF MORLEY JEFFERSON ROAD NB US-131 1 = 137'


15' - 197945.6'2 -

WEST OF MORLEY US-131 SB 3 MILE ROAD 1 = 86'

- 187 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - 197945.6'2 -

WEST OF MORLEY US-131 NB 3 MILE ROAD 1 = 86'

4 - 94.5' L 94.5' RS05-54013 Main 382 MONO CONC 20' - H205'' L 197939.7'2 -

3 MILES NW OF MORLEY 4 MILE ROAD US 131 5 = 373'


15' - 197945.6'3 -

2.5 MI SW OF STANWOOD US-131 SB SIX MILE ROAD 1 = 95'


2.5 MI SW OF STANWOOD US-131 NB SIX MILE ROAD 1 = 95'


16' - 197945.6'2 -

WEST OF STANWOOD US-131 SB 8 MILE ROAD 1 = 135'


16' -7'' L 197945.6'2 -

WEST OF STANWOOD US-131 NB 8 MILE ROAD 1 = 135'

B01-54014 Main 606 LATEX CONC HS25 198352.49'2 -5 MI SOUTH BIG RAPIDS

US-131 SB MUSKEGON RIVER 3 = 580'

B02-54014 Main 606 LATEX CONC HS25 198252.49'2 -5 MI SOUTH BIG RAPIDS

US-131 NB MUSKEGON RIVER 3 = 580'

C01-54014 Main 119 NOT APPL OTHER 1983146.98'2 -0.7MI N OF WOODWARD RD

US-131 NB CREEK 1 = 10'

C02-54014 Main 119 NOT APPL OTHER 1983106.96'2 -0.7 MI N OF WOODWARD RD

US-131 SB CREEK 1 = 10'

C03-54014 Main 119 NOT APPL OTHER 1983112.86'2 -0.3 MI N OF 17MI RD

US-131 NB MITCHELL CR 1 = 10'

C04-54014 Main 119 NOT APPL OTHER 1983115.81'2 -0.3 MI N OF 17MI RD

US-131 SB MITCHELL CR 1 = 10'


US-131 NB DALZIEL CR 1 = 10'


US-131 SB DALZIEL CR 1 = 10'

C07-54014 Main 119 NOT APPL OTHER 1983147.97'1 -0.2 MI S OF 19 MI RD

US-131 RAMP DALZIEL CR 1 = 10'

C09-54014 Main 219 NOT APPL HS20+Mod 19822 -MECOSTA COUNTY

US-131 NB BUCKHORN CREEK 1 = 20'

- 188 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C10-54014 Main 219 NOT APPL HS20+Mod 19822 -MECOSTA COUNTY

US-131 SB BUCKHORN CREEK 2 = 20'

2 - 87.9' RS01-54014 Main 382 LATEX CONC 17' - HS206'' L 197945.6'2 -

5.5 MI S OF BIG RAPIDS US-131 SB OLD STATE ROAD 3 = 235'


16' - 197945.6'2 -

5.5 MI S OF BIG RAPIDS OLD STATE ROAD US-131 NB 3 = 221'


15' - 198145.6'2 -

4.0 MI. S. OF BIG RAPIDS US-131 SB 11 MILE ROAD 1 = 104'


14' -5'' L 198145.6'2 -

4.0 MI.S. OF BIG RAPIDS US-131 NB 11 MILE ROAD 1 = 101'


2 MI S OF BIG RAPIDS 12 MILE ROAD US-131 SB 3 = 189'


17' - 198145.6'2 -

2 MI S OF BIG RAPIDS12 MILE ROAD US 131 NB 3 = 165'


24' -3'' L 198145.93'3 -

1.5 MI S OF BIG RAPIDS US-131 SB 13 MILE ROAD 1 = 126'


18' - 198145.93'2 -

1.5 MI S OF BIG RAPIDS US-131 NB 13 MILE ROAD 1 = 106'


1.0 MI. W. OF BIG RAPIDS M-20 US-131 SB 3 = 163'


16' - 198195.8'6 -

1.0 MI.W. OF BIG RAPIDS M-20 US-131 NB 3 = 163'


16' -1'' L 198145.6'2 -

1.0 MI. W. OF BIG RAPIDS WOODWARD ROAD US-131 5 = 429'


1.5 MILES W OF BIG RAPIDS17 MILE RD US-131 SB 1 = 138'


17' - 198245.6'2 -

1.5 MI W OF BIG RAPIDS 17 MILE RD US-131 NB 1 = 138'


16' -6'' L 198250.85'2 -

2 MI NW OF BIG RAPIDS 19 MILE RD (131BL) US-131 SB 2 = 140'


18' - 198251.84'2 -

2 MI NW OF BIG RAPIDS 19 MILE RD(131BL) US-131 NB 1 = 140'

- 189 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



17' -1'' L 198439.7'2 -

3 MI S OF OSCEOLA CO LINE21 MILE ROAD US-131 3 = 347'


15' -8'' L 198447.9'2 -

6.0 M N OF BIG RAPIDS US-131 SB 22 MI RD & PARIS CR. 2 = 194'


17' -9'' L 198447.9'2 -

6.0 M N OF BIG RAPIDS US-131 N B 22 MI RD 2 = 200'

B01-54022 Main 482 LATEX CONC HS25 198366.6'4 -IN BIG RAPIDS(MAPLE ST)

M-20 MUSKEGON RIVER 3 = 390'


SEC. 13 BIG RAPIDS TWP.M-20 RYAN CR 1 = 49'


IN MECOSTA M-20 E BR LITTLE MUSKEGON 1 = 53'

C01-54022 Main 119 NOT APPL OTHER 190019.03'2 -3.5 MI W OF MECOSTA

M-20 DEAD STREAM 1 = 15'

C01-54024 Main 119 NOT APPL OTHER 1983115.81'2 -0.7 MI W OF OLD US-131

US-131BR DALZIEL CR 1 = 12'

C02-54024 Main 119 NOT APPL OTHER 198326.9'2 -0.7 MI W OF OLD US-131

US-131BR DALZIEL CR 1 = 10'

C01-54031 Main 119 NOT APPL OTHER 1900115.81'2 -0.6 MI N OF MONTCALM COL

M-66 BLACK CR 1 = 16'


IN BARRYTON M-66 W BR CHIPPEWA R 1 = 50'


IN BARRYTON M-66 N BR CHIPPEWA R 2 = 80'


1.0 MI N OF BARRYTON M-66 N BR CHIPPEWA R 2 = 80'

C01-54032 Main 119 NOT APPL OTHER 190045.93'2 -2.2 MI N OF BARRYTON

M-66 RATTAIL CR 1 = 12'

B01-54041 Main 332 MONO CONC HS20+Mod 197740.03'2 -4 MI W OF STANWOOD

M-20 (EIGHT MI RD) MUSKEGON RIVER 4 = 283'

- 190 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


Menominee**************B01-55011 Main 352 MONO CONC H15

/1970 192955.45'2 -

WISCONSIN STATE LINEUS-41 IN MENOMINEE MENOMINEE R 13 = 849'


3.0 MI S OF CARBONDALE US-41 LITTLE RIVER 1 = 35'

R01-55011 Main 506 MONO CONC HS25 199867.26'2 -IN MENOMINEE

US-41 C&NW & E&LS RR 1 = 73'

B01-55012 Main 104 BITUMINOUS H15 193438.71'2 -.1 MI S OF DAGGETT

US-41 HAYS CR 1 = 27'

B01-55021 Main 302 BITUMINOUS H20 193738.39'2 -1.3 MI NW OF POWERS

US-2 BIG CEDAR R 1 = 45'

B02-55021 Main 302 MONO CONC H15 193347.24'2 -.4 MI NW OF POWERS

US-2 BIG CEDAR R 1 = 45'

C01-55021 Main 101 BITUMINOUS HS20+Mod 194823.95'2 -1.7 MI NW OF HERMANSVILLE

US-2 LITTLE CEDAR RIVER 1 = 12'

R01-55021 Main 332 MONO CONC H20/1989 193638.39'2 -

4.0 MI NW OF POWERS US-2 WCL RR 3 = 128'


14' -4'' L 193330.18'

IN POWERS C&NW RR US-2 & US-41 3 = 108'


.6 MI E OF POWERS US-2 US-41 BIG CEDAR R 1 = 45'

B02-55022 Main 104 MONO CONC H15 193138.06'2 -4.2 MI E OF POWERS

US-2 WILSON CREEK 1 = 34'

B03-55022 Main 104 MONO CONC H15 193138.06'2 -4.2 MI W OF DELTA CO L

US-2 47 CREEK 1 = 31'

B01-55031 Main 332 MONO CONC HS20 195239.7'2 -.2 MI N OF CEDAR R

M-35 BIG CEDAR R 5 = 350'

B02-55031 Main 104 BITUMINOUS H15 193338.06'2 -6.3 MI NE OF CEDAR RIVER

M-35 DEER CREEK 1 = 27'

C01-55031 Main 119 NOT APPL OTHER 19002 -1.5 Mi N of Jct US-41 & 1

M-35 TURTLE CR 2 = 16'

C02-55031 Main 119 NOT APPL OTHER 19002 -0.3MI N OF RANGE LINE RD

M-35 SPRINGER CR 1 = 16'

- 191 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C03-55031 Main 119 NOT APPL OTHER 19002 -AT CO RD 320

M-35 BEATTLE CR 1 = 10'

C04-55031 Main 119 NOT APPL OTHER 19512 -0.9MI N OF MILLION DOLLAR

M-35 BAILEY CR 1 = 10'

C05-55031 Main 119 NOT APPL HS20+Mod/1902 19512 -

4.0MI N OF MILLION DOLLARM-35 ROCHEREAU CR 2 = 19'

B01-55041 Main 302 BITUMINOUS H20 196030.84'2 -1 MI SE OF PHELPS

M-69 W BR FORD RIVER 1 = 35'

B02-55041 Main 302 BITUMINOUS H20 196030.84'2 -.2 MI. SE OF LA BRANCHE

M-69 TEN MILE CREEK 1 = 30'

B03-55041 Main 302 BITUMINOUS HS20 195443.31'2 -1.2 MI NW OF PERRONVILLE


B04-55041 Main 104 BITUMINOUS H20 195443.31'2 -1 MI SE OF PERRONVILLE


Midland**************B01-56011 Main 302 BITUMINOUS H20 194145.28'2 -

.8 MI N OF US-10M-18 BUFF CR 3 = 122'


1.4MI.N.OF US-10M-18 TRIPP DRAIN 1 = 10'


3.0MI.S.OF GLADWIN CO LINM-18 TRIPP DRAIN 1 = 12'

C03-56011 Main 101 NOT APPL OTHER 194157.09'2 - 1.3MI.S.OF GLADWIN CO.LIN

M-18 CURTICE DRAIN 1 = 12'


1.7 MI E OF ISABELLA CO LM-20 CHIPPEWA R 2 = 107'

B02-56021 Main 505 BITUMINOUS HS20+Mod/1979 193885.63'5 -

5.3 MI E OF MIDLANDM-20 PRAIRIE CR 1 = 23'

R01-56021 Main 303 LATEX CONC HS20 195567.59'4 -Appr 332IN MIDLAND

M-20 CSX/TITABAWASSEE RV(ABN) 10 = 672'


14' - 196049.21'2 -

IN MIDLAND (SAGINAW RD)M-20 & US-10 BR EB OLD US-10, SAGINAW RD 3 = 166'

- 192 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


2 - 54.1' L 54.1' RS01-56023-4 Main 204 MONO CONC 14' - HS206'' L 196049.21'2 -

IN MIDLAND (SAGINAW RD)M-20 & US-10 BR WB OLD US-10,SAGINAW RD. 3 = 166'


17' - 196057.41'3 -

IN MIDLAND WALDO RD M-20M-20 & US-10 BR WALDO RD 3 = 141'


15' - 196047.24'2 -

IN MIDLAND WALDO RD M-20M-20 & US-10 BR WALDO RD 3 = 141'


14' - 196046.92'2 -

IN MIDLAND M-20 WB, US-10US-10 EB US-10BR WB & M-20 3 = 152'


.3 MI N OF EDENVILLEM-30 TITTABAWASSEE R 6 = 361'

C01-56032 Main 319 NOT APPL OTHER 1947104.99'2 - 1.2MI SE OF EDENVILLE

M-30 RAYMOND DRAIN 1 = 15'


.8 MI SE OF M-18US-10 EB BLUFF CREEK 3 = 217'


.8 MI SE OF M-18US-10 WB BLUFF CREEK 3 = 217'

B02-56044 Main 532 MONO CONC HS20+Mod 196243.31'2 - 2.8 MI SE OF M-18

US-10 EB MUD CR 3 = 139'

B03-56044 Main 532 MONO CONC HS20+Mod 196242.98'2 - 2.5 MI SE OF M-18

US-10 WB MUD CR 3 = 146'

B04-56044-3 Main 303 LATEX CONC HS20+Mod 196235.76'2 - .2 MI NW OF M-30

US-10 EB SANFORD LAKE 3 = 354'

B04-56044-4 Main 303 LATEX CONC HS20+Mod 196235.76'2 - .2 MI NW OF M-30

US-10 WB SANFORD LAKE 3 = 354'

B05-56044-3 Main 104 MONO CONC HS20 196047.9'2 - 1.1 MI NW OF US-10 BR

US-10 EB STURGEON CR 1 = 45'

B05-56044-4 Main 104 MONO CONC HS20 196047.24'2 - 1.1 MI NW OF US-10 BR

US-10 WB STURGEON CR 1 = 45'

C01-56044 Main 119 NOT APPL OTHER 1962231.3'2 - 0.25MI E.OF STARK RD.

US-10 HAHN DRAIN 1 = 10'

C02-56044 Main 119 NOT APPL OTHER 1962124.67'4 - 0.9MI.E.OF STARK RD

US-10 STURGEON CREEK 1 = 10'

- 193 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C03-56044 Main 119 NOT APPL OTHER 1975168.64'4 - 0.4MI.SE. OF M-18

US-10 NO NAME 1 = 15'

5 - 68.9' L 76.8' R 8'' RS01-56044 Main 332 BITUMINOUS 14' - HS20+Mod

14' -7'' L 196248.88'3 -

@ M-18M-18 US-10 4 = 242'


14' -9'' L 196234.45'2 -

1.3 MI NW OF M-30W RIVER RD US-10 4 = 222'


14' -8'' L 196136.75'2 -

@ M-30M-30 US-10 4 = 200'


14' -6'' L 196130.51'2 -

1.7 MI SE OF M-30HOPE RD US-10 4 = 269'


14' -7'' L 196033.14'2 -

3.2 MI W OF US-10 BRSTARK RD US-10 4 = 198'


14' -8'' L 196033.14'2 -

1.0 MI W OF US-10 BRSTURGEON RD US-10 4 = 198'


14' - 200147.24'2 -

@ US-10 BR EASTMAN RDUS-10 EB US-10 BR 1 = 112'

4 - 53.8' RS07-56044-4 Main 204 MONO CONC 15' - HS252'' L 200157.41'3 -

@ US-10 BR EASTMAN RDUS-10 WB US-10BR 1 = 112'


14' -9'' L 196033.14'2 -

.8 MI E OF US-10 BRJEFFERSON RD US-10 4 = 200'


16' -7'' L 196033.14'2 -

2.3 MI NW OF BAY CO LINEWALDO RD US-10 4 = 404'


14' -9'' L 196056.43'4 -

IN MIDLANDASHMAN RD US-10 4 = 216'


16' - 196047.24'2 -

@ BAY CO LINE SECOND STUS-10 EB PATRICK ST 3 = 128'

C01-56045 Main 119 NOT APPL OTHER 1961104.99'4 - 0.7MI.SE. OF SHAFFER RD

US-10 NB NELSON DRAIN 1 = 12'

C02-56045 Main 101 NOT APPL OTHER 1974104.99'2 - 0.7MI.SE.OF SHAFFER RD.

US-10 SB NELSON DRAIN 1 = 12'


14' -8'' L 196234.45'2 -

1.0 MI E OF ISABELLA CO LCOLEMAN RD US-10 4 = 209'

- 194 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' -7'' L 196232.81'2 -

3.2 MI E&SE OF ISBELL COLSHAFFER RD US-10 4 = 302'

C01-56051 Main 101 NOT APPL OTHER 190079.72'4 - 0.7MI.N.OF M-20 IN MIDLAN

US-10BR SNAKE CREEK 1 = 16'

Missaukee**************B01-57011 Main 104 INTEG CONC H15 198945.28'2 -

.3 MI N OF OSCEOLA CO LINM-66 MIDDLE BR CLAM R 1 = 27'

B02-57011 Main 505 MONO CONC H15/1989 193344.95'2 -

2.7 MI E OF MCBAIN M-66 N BR CLAM R 1 = 27'

B03-57011 Main 302 BITUMINOUS H15 192936.42'2 -3.6 MI N OF MCBAIN

M-66 CLAM R 1 = 45'

C01-57011 Main 119 NOT APPL OTHER 19002 -0.8MI S OF FALMOUTH RD

M-66 MARKS CREEK 1 = 14'

C02-57011 Main 119 NOT APPL OTHER 19002 -0.2MI N OF FALMOUTH RD

M-66 STICK CREEK 1 = 12'

C03-57011 Main 119 NOT APPL OTHER 19002 -0.8 MI S OF M-55


B01-57022 Main 332 MONO CONC H15/1989 193136.75'2 -

3.4 MI W OF ROSCOMMON CO.M-55 W BR MUSKEGON R 1 = 60'

B02-57022 Main 332 MONO CONC H15/1989 193540.35'2 -

1.8 MI W OF ROSCOMMON CO M-55 MUSKEGON R 2 = 90'

C01-57022 Main 119 NOT APPL OTHER 19002 -0.3MI W OF STEVENS RD

M-55 BR MUSKEGON R. 1 = 10'

C02-57022 Main 119 NOT APPL OTHER 19002 -200FT W OF STEVENS RD

M-55 BR MUSKEGON R 1 = 14'

B01-57023 Main 382 MONO CONC HS20 197349.54'2 -8 MI E OF CADILLAC

M-55 CLAM RIVER 1 = 111'

Monroe**************B01-58011 Main 104 BITUMINOUS H15 192229.86'2 -

3.2 MI NW OF OHIO ST LINEUS-223 BELLE DRAIN 1 = 45'

C01-58011 Main 119 NOT APPL OTHER 190028.54'2 -0.8 W N OF OTTAWA LAKE

US-223 SCHRODER DRAIN 1 = 10'

- 195 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-58032 Main 302 MONO CONC H20/2000 193756.43'4 -

IN DUNDEE MONROE STM-50 RAISIN R 3 = 180'

C01-58032 Main 119 NOT APPL OTHER 190045.28'2 -1.2 M E OF DUNDEE

M-50 WILSON & CARNEY DRAIN 1 = 16'


13' -9'' L 192631.17'

2.6 MI E OF DUNDEE GTW RR M-50 1 = 62'

B01-58033-1 Main 332 LATEX CONC HS20 196146.92'2 -1.5 MI N OF M-50

US-23 NB S BR MACON R 3 = 123'


US-23 SB S BR MACON R 3 = 123'


US-23 NB MIDDLE BR MACON R 3 = 116'


US-23 SB MIDDLE BR MACON R 3 = 116'


US-23 NB BEAR CR 1 = 50'


US-23 SB BEAR CR 1 = 50'


US-23 NB N BR MACON R 1 = 50'


US-23 SB N BR MACON R 1 = 50'

B05-58033-1 Main 332 LATEX CONC HS20 196147.57'2 -IN MILAN

US-23 NB SALINE R 3 = 120'

B05-58033-2 Main 332 LATEX CONC HS20 194847.57'2 -IN MILAN

US-23 SB SALINE R 3 = 120'


14' -3'' L 196132.81'2 -

3.7 MI N OF M-50 MILWAUKEE RD US-23 4 = 209'


14' -3'' L 196132.81'2 -

5.2 MI N OF M-50 CONE RD US-23 4 = 243'


14' -4'' L 196130.84'2 -

1.6 MI S OF WASHTENAW CO SHERMAN RD US-23 4 = 208'

- 196 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' -1'' L 196134.78'2 -

0.4 MI S OF WASHTENAW CO PLANK RD US-23 4 = 294'


14' -6'' L 195034.12'2 -

@ WASHTENAW CO LINE MILAN-OAKVILLE RD. US-23 3 = 143'

4 - 71.9' R 0'' RX01-58033 Main 325 INTEG CONC 14' - RAILROAD

13' -0'' L 194918.37'

2.5 MI S OF MILAN ANN ARBOR RR US-23 1 = 115'

B01-58034-1 Main 332 LATEX CONC HS20 195947.24'2 -.5 MI N OF OHIO STATE LIN

US-23 NB TEN MILE CR 1 = 53'

B01-58034-2 Main 332 LATEX CONC HS20 195947.24'2 -.5 MI N OF OHIO STATE LIN

US-23 SB TEN MILE CR 1 = 53'

B02-58034-1 Main 104 LATEX CONC HS20 195947.24'2 -2.0 MI N OF OHIO STATE LI

US-23 NB N BR TEN MILE CR 1 = 32'

B02-58034-2 Main 104 LATEX CONC HS20 195947.24'2 -2.0 MI N OF OHIO STATE LI

US-23 SB N BR TEN MILE CR 1 = 32'


US-23 NB RAISIN R 3 = 250'

B03-58034-2 Main 382 LATEX CONC HS20 195836.42'2 -1.0 MI S OF M 50

US-23 SB RAISIN R 3 = 250'

C01-58034 Main 119 NOT APPL HS20 195933.46'4 -90' S OF STEARNS RD.

US-23 DOLL CREEK 1 = 10'

C02-58034 Main 119 NOT APPL HS20 19594 -6.0 M N OF OHIO STATE LN

US-23 LABODIE CREEK 2 = 17'

C03-58034 Main 119 NOT APPL HS20 195933.79'4 -8.0 M N OF OHIO STATE LN

US-23 LOCKWOOD CREEK 2 = 20'

C04-58034 Main 119 NOT APPL HS20 195934.12'4 -8.4 M N OF OHIO STATE LN

US-23 HOEGLE DRAIN 1 = 11'


US-23 NB(OFF RAMP) DOLL CREEK 1 = 10'


US-23 SB(ON RAMP) DOLL CREEK 1 = 10'

R01-58034-1 Main 505 LATEX CONC HS20 195848.56'2 -3.0 MI S OF DUNDEE

US-23 NB INDIANA & OHIO RR 3 = 186'

- 197 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


R01-58034-2 Main 505 LATEX CONC HS20 195848.56'2 -3.0 MI S OF DUNDEE

US-23 SB INDIANA & OHIO RR 3 = 186'


14' -7'' L 195933.14'2 -

1.5 MI N OF OHIO STATE LISTEARNS RD US-23 4 = 226'


14' -8'' L 195933.14'2 -

3.0 MI N OF OHIO STATE LICONSEAR RD US-23 4 = 226'


14' -7'' L 195937.4'2 -

AT US-23, US-223 INTRCHNGUS-223 US-23 4 = 248'


15' -2'' L 195933.14'2 -

1.7 MI N OF US-223RAUCH RD US-23 4 = 202'


14' -11'' L 195833.14'2 -

3.6 MI N OF US-223SUMMERFIELD RD US-23 4 = 239'


14' -3'' L 195833.14'2 -

4.6 MI N OF US-223IDA CENTER RD US-23 4 = 202'


14' -8'' L 195833.14'2 -

3.5 MI S OF M-50 IDA WEST RD US-23 4 = 202'


15' -9'' L 195933.14'2 -

2.2 MI S OF M-50 DIXON RD US-23 4 = 270'


14' -5'' L 195933.14'2 -

0.7 MI S OF M-50 BREWER RD US-23 4 = 171'


14' -4'' L 195899.41'4 -

@ M-50 US-23 M-50 3 = 197'

B01-58041 Main 332 MONO CONC HS20 195343.31'2 -2.5 MI W OF DUNDEE

M-50 S BR MACON R 1 = 55'

C01-58041 Main 119 NOT APPL OTHER 195348.56'2 -1.5 M E OF LENAWEE CO LN

M-50 WAHOO PRARIE DRAIN 1 = 12'


.5 MI N OF OHIO STATE LINUS-24 INDIAN CR 2 = 29'

C01-58051 Main 119 NOT APPL OTHER 190013.78'2 -1.5 M NE OHIO STATE LINE

US-24 HOOPER RUN 2 = 14'

C02-58051 Main 119 NOT APPL OTHER 1900114.83'2 -3.8 M NE OHIO STATE LINE

US-24 FLAT CREEK 1 = 10'

- 198 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C03-58051 Main 119 NOT APPL OTHER 190023.95'2 -4.3 M N OF OHIO STATE LN

US-24 LITTLE LAKE CREEK 1 = 17'

C04-58051 Main 119 NOT APPL OTHER 190070.54'2 -5.0 M NE OF OHIO STATE LN

US-24 BAY CREEK 1 = 13'

C05-58051 Main 119 NOT APPL OTHER 190033.14'4 -6.0 M NE OF OHIO STATE LN

US-24 YETTER DRAIN 1 = 19'


.8 MI N OF OHIO STATE LINUS-24 ANN ARBOR RR 3 = 106'

B01-58052 Main 111 BITUMINOUS H15 192449.54'2 -4.1 MI SW OF M-50

US-24 OTTER CR 1 = 65'

B02-58052 Main 505 BITUMINOUS HS20 200053.15'4 -1.0 MI SW OF M-50

US-24 PLUM CR 1 = 36'

B04-58052 Main 532 MONO CONC HS25 198869.23'4 -Appr 505IN MONROE

US-24 RAISIN RIVER & ELM AVE 8 = 527'


1.1 MI SW OF M-125 US-24 SANDY CR 1 = 28'

C01-58052 Main 119 NOT APPL OTHER 200083.01'2 -1.0 M SW OF MONROE

US-24 FRENCH CREEK 1 = 16'

C02-58052 Main 119 NOT APPL OTHER 19002 -1.6 M N OF MONROE

US-24 MASON RUN 1 = 15'

C03-58052 Main 119 NOT APPL OTHER 190017.72'2 -2.8 M N OF MONROE

US-24 LITTLE SANDY CREEK 1 = 17'


1.5 MI SW OF M-125US-24 CSX RR 3 = 138'

B01-58053 Main 302 MONO CONC HS20 193172.18'4 -.1 MI NE OF JCT M-125

US-24 STONY CR 2 = 101'


4.2 MI SW OF WAYNE CO L US-24 LITTLE SWAN CR 1 = 37'


4.0 MI SW OF WAYNE CO L US-24 SWAN CR 1 = 103'

B04-58053 Main 352 BITUMINOUS H15 193378.41'4 - @ WAYNE CO LINE

US-24 HURON R 2 = 159'

- 199 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C02-58053 Main 119 NOT APPL OTHER 190061.35'4 -5.4 M SW OF WAYNE CO LINE

US-24 COLBURN CREEK 1 = 12'

C03-58053 Main 119 NOT APPL OTHER 190061.35'4 -3.7 M SW WAYNE COUNTY LN

US-24 SWAN CREEK 1 = 13'

C04-58053 Main 119 NOT APPL OTHER 190026.25'4 -1.4 M SW OF WAYNE CO LINE

US-24 PORT CREEK 1 = 19'

B01-58071 Main 302 LATEX CONC H15 193446.59'2 -AT OHIO STATE LINE

M-125 INDIAN CR 1 = 40'

B02-58071 Main 532 MONO CONC HS20 196456.43'4 -4.7 MI SW OF M-50

M-125 OTTER CR 2 = 81'

B03-58071 Main 505 LATEX CONC HS20 198579.07'5 -1.1 MI SW OF M-50

M-125 PLUM CR 1 = 54'

B04-58071 Main 532 MONO CONC H20/1990 192769.55'4 -

IN MONROE M-125 RAISIN R 5 = 211'

B05-58071 Main 104 LATEX CONC H15 193268.9'4 -2.3 MI S OF US-24

M-125 LITTLE SANDY CREEK 1 = 24'

B06-58071 Main 104 LATEX CONC H15 193258.4'4 -1.5 MI S OF US-24

M-125 BR SANDY CR 1 = 27'

C01-58071 Main 119 NOT APPL OTHER 194041.99'2 - 1.5 M N OF OHIO STATE LN

M-125 HOOPER RUN 1 = 12'

C02-58071 Main 119 BITUMINOUS HS20+Mod 190023.95'2 - 1.8 M S OF ERIE

M-125 FLAT CREEK 1 = 12'

C03-58071 Main 119 BITUMINOUS HS20+Mod 194041.99'2 - 1.2 M S OF ERIE

M-125 LITTLE LAKE CREEK 1 = 12'

C04-58071 Main 119 BITUMINOUS HS20+Mod 193923.95'2 - IN ERIE

M-125 BAY CREEK 1 = 15'

C05-58071 Main 119 BITUMINOUS HS20+Mod 193923.95'2 - 2.6 M N OF ERIE

M-125 MUDDY CREEK 1 = 17'

C06-58071 Main 119 BITUMINOUS HS20+Mod 190068.24'2 -1.2 M S OF LASALLE

M-125 SULPHUR CREEK 1 = 10'

C07-58071 Main 119 BITUMINOUS HS20+Mod 190023.95'2 -1.2 M N OF LASALLE

M-125 WOODCHUCK CREEK 1 = 11'

- 200 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C08-58071 Main 119 NOT APPL OTHER 190064.3'2 -1.9 M N OF LASALLE

M-125 ALBAIN DRAIN 1 = 10'

C09-58071 Main 119 NOT APPL OTHER 19006 -0.1 M S OF N MONROE CTYLM

M-125 MASON RUN 1 = 10'


M-125 I-75 CONN. BAY CREEK 1 = 15'


M-125 I-75 CONN. YETTER CREEK 1 = 10'

R01-58091 Main 332 MONO CONC HS20 193854.13'4 -3.0 MI N OF OHIO ST LINE

I-75 CONN CONRAIL & GTW RR 7 = 300'

C01-58111 Main 119 NOT APPL OTHER 19004 - 0.1 M N OF ELM AVENUE

M-50 MASON RUN 1 = 10'


.3 MI N OF OHIO STATE LINI-75 NB HALFWAY CR 2 = 96'


.3 MI N OF OHIO STATE LINI-75 SB HALFWAY CR 2 = 96'


4.2 MI NE OF OHIO STATE LI-75 NB BAY CR 1 = 40'


4.2 MI NE OF OHIO STATE LI-75 SB BAY CR 1 = 40'


7.7 MI NE OF OHIO STATE LI-75 NB MUDDY CR 1 = 45'


7.7 MI NE OF OHIO STATE LI-75 SB MUDDY CR 1 = 45'


8.7 MI NE OF OHIO STATE LI-75 NB OTTER CR 3 = 125'


8.7 MI NE OF OHIO STATE LI-75 SB OTTER CR 3 = 125'


4.2 MI SW OF M-50 I-75 NB LAPLAISANCE CR 1 = 35'


4.2 MI SW OF M-50 I-75 SB LAPLAISANCE CR 1 = 35'

- 201 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



IN MONROE I-75 NB PLUM CR 1 = 45'


IN MONROE I-75 SB PLUM CR 1 = 45'


IN MONROE I-75 PAPER CO WATER MAINS 1 = 52'

B08-58151 Main 332 MONO CONC HS25 197527.23'1 - 4.2 MI S.W. OF M-50

I-75 (NB EX RAMP) LAPLAISANCE CREEK 1 = 68'


3.5 MI NE OF OHIO STATE LI-75 NB POWER CO SPUR 3 = 185'


3.5 MI NE OF OHIO STATE LI-75 SB POWER CO SPUR 3 = 185'


20' - /1989 1954118.11'7 -

IN MONROE I-75 INDUST TRACKS 4 = 170'


Appr 332IN MONROE OVER FRONT STI-75 CONRAIL ,RAISIN R 11 = 930'

R04-58151 Main 332 LATEX CONC HS20 1955113.19'8 - IN MONROE

I-75 CONRAIL,INDUST TR 3 = 196'


14' -9'' L 195833.46'2 -

1.2 MI N OF OHIO STATE LISTERNS RD I-75 4 = 190'


18' - /1975 195658.4'3 -

3.6 MI NE OF OHIO STATE LI-75 NB BAY CREEK RD 3 = 117'


18' - /1975 195658.4'3 -

3.6 MI NE OF OHIO STATE LI-75 SB BAY CREEK RD 3 = 117'


14' -3'' L 195631.17'2 -

4.7 MI NE OF OHIO STATE LERIE RD I-75 4 = 259'


14' -4'' L 195631.17'2 -

5.8 MI NE OF OHIO STATE LLUNA PIER RD I-75 4 = 259'


16' -4'' L 197439.37'2 -

5.7 MI SW OF MONROE ALLEN COVE RD I-75 2 = 246'


16' - 197444.29'2 -

4.0 MI SW OF MONROE OTTER CREEK RD I-75 2 = 229'

- 202 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' -6'' L 197439.37'2 -

2.5 MI SW OF MONROE MORTAR CREEK RD I-75 2 = 235'


15' -7'' L 195531.17'2 -

3.9 MI SW OF M-50 LAPLAISANCE RD I-75 4 = 357'


14' -9'' L 195531.17'2 -

2.8 MI SW OF M-50 DUNBAR RD I-75 4 = 236'


14' - /19749'' L 195680.71'5 -

@ OLD M-50 NORTH DIXIE HWY I-75 4 = 259'


16' -10'' L 197526.57'1 -

1.6 MI N OF STATE LINE I-75 &M-125 CONN I-75 5 = 476'


16' -0'' L 197626.57'1 -

1.6 MI N OF STATE LINE I-75 RAMP B I-75 4 = 416'


1.2 MI NE OF M-50 I-75 SANDY CR 1 = 40'


3.2 MI NE OF M-50 I-75 NB STONY CR 3 = 110'


3.2 MI NE OF M-50 I-75 SB STONY CR 3 = 110'


5.3 MI SW OF WAYNE CO LINI-75 NB SWAN CR HURON R 3 = 115'


5.3 MI SW OF WAYNE CO LINI-75 SB SWAN CR 3 = 115'


IN ROCKWOOD I-75 HURON R 3 = 185'

C01-58152 Main 119 NOT APPL OTHER/1977 190058.4'6 -

0.8 M SW OF NEWPORT I-75 YOAS CREEK 1 = 15'


0.7 MI N OF M-50 I-75 GTW & CR RR 5 = 347'


0.9 MI N OF M-50 I-75 CONRAIL 3 = 206'


18' - /1975 1955109.58'6 -

1.0 MI NE OF M-50, SANDY I-75 SANDY CREEK RD 3 = 148'

- 203 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' -5'' L 195631.17'2 -

1.4 MI NE OF M-50 HURD RD I-75 4 = 252'


14' -7'' L 195431.17'2 -

2.8 MI NE OF M-50 NADEAUX RD I-75 4 = 263'


17' -9'' L 197548.23'2 -

2.0 MI SW OF NEWPORT POST RD I-75 4 = 333'


14' -9'' L 195533.14'2 -

6.2 MI NE OF M-50 NEWPORT RD I-75 4 = 273'


15' -9'' L 195431.17'2 -

2.8 MI SW OF WAYNE CO LINSIGLER RD I-75 4 = 262'


14' -7'' L 195631.17'2 -

IN S ROCKWOOD READY RD I-75 4 = 303'


14' -0'' L 195440.35'2 -

IN S ROCKWOOD S HURON R DR I-75 4 = 189'

B01-58171 Main 219 MONO CONC HS20 19736 -1 MI.NE CARLTON

I-275 SB N.BR SWAN CREEK 4 = 37'

B02-58171 Main 219 MONO CONC HS20 19736 - 1.0 MI NE CARLTON

I-275 NB SWAN CREEK 4 = 44'

N01-58171 Main 505 BITUMINOUS OTHER 19738.86' 1 MI. E. OF CARLETON

BIKE PATH GTW RR 3 = 187'

N02-58171 Main 505 BITUMINOUS OTHER 19738.86' 1 MI. NE OF CARLETON

BIKE PATH CONRAIL 3 = 145'

R01-58171 Main 332 INTEG CONC HS20+Mod 197376.77'4 - 1 MI E OF CARLETON

I-275 SB GTW RR 3 = 187'

R02-58171 Main 332 MONO CONC HS20+Mod 197356.43'3 - 1 MI NE OF CARLETON

I-275 SB CONRAIL 3 = 145'

R03-58171 Main 332 LATEX CONC HS20+Mod 197356.43'3 - 1 MI E OF CARLETON

I-275 NB GTW RR 3 = 187'

R04-58171 Main 332 MONO CONC HS20+Mod 197356.43'3 - 1 MI NE OF CARLETON

I-275 NB CONRAIL 3 = 145'

8 -106.6' L 82.3' R 11'' RS01-58171 Main 382 MONO CONC 18' - HS20+Mod

15' -4'' L 197337.73'2 -

5 MI N OF MONROE I-275 SB I-75 4 = 275'

- 204 -

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WEARINGSURFACE


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DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



5 MI N OF MONROE I-75 NB TO I-275 R I-75 4 = 356'


19' -8'' L 197348.23'2 -

SE OF CARLETON NEWPORT RD I-275 4 = 329'


14' -9'' L 197351.51'3 -

5 MI SW OF FLATROCK I-275 SB TELEGRAPH RD (US-24) 3 = 224'


20' -7'' L 197344.29'2 -

6 MI N OF MONROE LABO RD I-275 4 = 371'


16' -1'' L 197344.29'2 -

1.5 MI S OF CARLETON SIGLER RD I-275 2 = 288'


15' -8'' L 197344.29'2 -

1.5 MI E OF CARLETON READY RD I-275 2 = 288'


18' -10'' L 197344.29'2 -

5 MI W OF ROCKWOOD CARLETON-ROCKWOOD I-275 4 = 347'


14' - 197356.43'3 -

1 MI NE OF CARLETON I-275 SB NEWBURG RD 1 = 105'


15' -1'' L 197351.51'3 -

5 MI SW OF FLATROCK I-275 NB TELEGRAPH RD (US-24) 3 = 224'


14' - 197356.43'3 -

1 MI NE OF CARLETON I-275 NB NEWBURG RD 1 = 105'

Montcalm**************B01-59012 Main 532 MONO CONC H20 197247.9'3 -

0.5 MI S OF M-82US-131 & M-46 SB TAMARACK CR 3 = 167'


US-131 P M-46 NB TAMARACK CR 3 = 162'

C01-59012 Main 119 NOT APPL HS20 197933.14'2 - 0.5 MI N OF EDGAR RD, M46

US-131NB HANDY CR 2 = 24'

C02-59012 Main 119 NOT APPL HS20 19792 - 0.5 MI N OF EDGAR RD

US-131SB HANDY CR 2 = 24'

C03-59012 Main 119 NOT APPL HS20 19792 -0.2 MI S OF CUTLER RD

US-131NB BRUCE CR 2 = 20'

- 205 -

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STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C04-59012 Main 119 NOT APPL HS20 19792 -0.2 MI S OF CUTLER RD

US-131SB BRUCE CR 2 = 20'


17' -6'' L 197142.32'2 -

1.3 MI N OF KENT CO LDAGGET RD US-131 5 = 436'


16' -6'' L 197142.32'2 -

2.6 MI N OF KENT CO LPIERSON RD US-131 4 = 300'


16' -5'' L 197142.32'2 -

3.6 MI N OF KENT CO LCANNONSVILLE RD US-131 5 = 340'


2.0 MI S OF M-82US-131 & M-46 SB KENDAVILLE RD 3 = 108'


14' -0'' L 197143.64'2 -

2.0 MI S OF M-82US-131 & M-46 NB KENDAVILLE RD 3 = 111'


1.1 MI S OF M-82LK MONTCALM RD US-131 SB 3 = 167'


16' - 197142.32'2 -

1.1 MI S OF M-82LK MONTCALM RD US-131 NB 3 = 166'


16' -5'' L 197159.71'4 -

@ M-82M-82 US-131 & M-46 SB 3 = 184'


17' -7'' L 197159.71'4 -

@ M-82M-82 US-131 & M-46 NB 3 = 189'


17' -7'' L 197951.84'2 -

2.5 MI NW OF HOWARD CITYM-46 (EXTEN) US-131 3 = 368'


16' -2'' L 197939.7'2 -

3.3 MI NW HOWARD CITYTAMARACK ROAD US-131 4 = 459'

2 - 80.1' L S15-59012 Main 382 MONO CONC 16' - HS207'' L 197939.7'2 -

4 MI NW OF HOWARD CITYCUTLER ROAD US-131 SBD 3 = 182'


16' - 197839.7'2 -

4.0 MI N.W.OF HOWARD CITYCUTLER ROAD US-131 NBD & RAMP 3 = 203'


IN GREENVILLEM-57 FLAT R 3 = 160'


M-57 DICKINSON CR 1 = 35'

- 206 -

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STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-59023 Main 104 BITUMINOUS HS20 195343.31'2 -4.5 MI E OF M-66


B02-59023 Main 104 BITUMINOUS H20 194040.03'2 -W OF CARSON CITY LIMITS

M-57 BUTTERNUT CR 1 = 31'


W OF CARSON CITY LIMITSM-57 FISH CR 1 = 53'

C01-59023 Main 119 NOT APPL OTHER 190045.28'2 -7.3 MI W OF CARSON CITY

M-57 HOPKINS DRAIN 1 = 12'

C02-59023 Main 119 NOT APPL OTHER 190021.65'2 -5.3 MI W OF CARSON CITY

M-57 BUTTERNUT CR 1 = 10'

B01-59031 Main 505 INTEG CONC HS20 195743.31'2 -1.0 MI N OF IONIA CO LINE

M-91 WABASIS CR 1 = 35'

B01-59032 Main 532 MONO CONC HS25 199462.66'4 -IN GREENVILLE

M-91 FLAT RIVER 3 = 176'


M-91 FLAT R 1 = 62'


1.0 MI E OF NEWAYGO CO LIM-82 TAMARACK CR 3 = 143'

B01-59042 Main 332 MONO CONC HS20 196044.95'2 -5.3 MI E OF US-131

M-46 TAMARACK CR 1 = 50'

C01-59042 Main 119 NOT APPL OTHER 190021.65'2 -0.1 MI E OF AMBLE

M-46 BR OF TAMARACK CR 1 = 12'

C01-59043 Main 119 NOT APPL OTHER 1900109.58'2 -0.4 MI SW OF SIX LAKES

M-46 TOWNLINE CR 1 = 12'

B01-59044 Main 302 BITUMINOUS H20 193738.71'2 -.5 MI SE OF W JCT M-66

M-46, M-66 FLAT R 1 = 45'

C01-59044 Main 119 NOT APPL OTHER 19002 -0.4 MI SE OF SIX LAKES


C01-59051 Main 119 BITUMINOUS HS20+Mod 190055.45'2 -0.1 MI N OF RUBY RD

M-66 FISH CR 1 = 16'

C02-59051 Main 319 BITUMINOUS HS20+Mod 190034.12'2 -0.1 MI N OF KENDAVILLE RD

M-66 HEMINGWAY CR 1 = 10'

- 207 -

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STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C03-59051 Main 519 BITUMINOUS HS20+Mod 19844.92'2 -0.1 MI.S. OF PAKES RD.

M-66 MINNOW CREEK 1 = 10'

Montmorency**************B01-60011 Main 332 BITUMINOUS HS20 195143.31'2 -

5.8 MI N OF OSCODA CO LINM-33 GILCHRIST CR 1 = 40'

B02-60011 Main 332 MONO CONC H20 196847.9'2 -1.5 MI S OF M-32

M-33 THUNDER BAY CR 1 = 66'

C01-60012 Main 119 NOT APPL OTHER 19002 -0.15MI N OF ATLANTA

M-33 MAYMEDOW CREEK 1 = 12'

C01-60021 Main 119 NOT APPL OTHER 19002 -0.7MI E OF ATLANTA

M-32 HAYMEADOW CREEK 1 = 15'

C02-60021 Main 319 NOT APPL OTHER 19002 -1.3MI E OF ATLANTA

M-32 SMITH CREEK 1 = 16'

B01-60022 Main 505 INTEG CONC HS25 199146.92'2 -2.0 MI NE OF M-33

M-32 MILLER CR 1 = 30'


2.8 MI NE OF M-33M-32 THUNDER BAY R 2 = 100'

B01-60031 Main 125 INTEG CONC H15 192230.18'2 -IN HILLMAN M-32 SPUR

ACCESS TO MAINT GA THUNDER BAY R 2 = 150'

Muskegon**************B04-61012 Main 104 BITUMINOUS H15 192934.12'2 -

8.6 MI NE OF US-31 M-120 CEDAR CR 1 = 31'


5.2 MI SW OF M-82 M-120 CEDAR CR 1 = 30'


4.2 MI SW OF M-82 M-120 CEDAR CR 1 = 28'


2.8 MI S OF M-82 M-120 MARKLE DRAIN 1 = 27'

C01-61012 Main 119 NOT APPL OTHER 19002 -0.5 MI N OF MCMILLAN RD

M-120 BRADSTROM DR 1 = 13'

C02-61012 Main 119 NOT APPL OTHER 190034.12'2 -AT BARD RD

M-120 BEAN CR 1 = 10'

- 208 -

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STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C03-61012 Main 119 NOT APPL OTHER 190062.01'2 -0.3MI S OF M-82

M-120 ROBINSON DR 1 = 12'

R01-61012 Main 332 MONO CONC HS20 198551.84'2 -0.2 MI NE OF N MUSKEGON

M-120 CSX RR 3 = 129'

B01-61023 Main 505 BITUMINOUS HS20 195849.87'2 -9.0 MI E OF US-31

M-46 HALL DRAIN 1 = 35'

B02-61023 Main 505 INTEG CONC HS20 195849.21'2 -11.5 MI E OF US-31

M-46 BIG DRAIN 1 = 35'

B03-61023 Main 505 INTEG CONC HS20 195849.21'2 -4.6 MI W OF M-37

M-46 CROCKERY CR 1 = 40'

C01-61023 Main 119 NOT APPL OTHER 190087.27'4 -0.1 MI E OF MAPLE IS DR

M-46 HALL,HOGAN&DARBY DR 1 = 15'

C02-61023 Main 119 NOT APPL OTHER 190020.01'2 - 2.9MI W OF M-37

M-46 CANADA DR 1 = 10'

C03-61023 Main 319 NOT APPL OTHER 190018.04'2 - 100' W OF PETERS RD

M-46 J.SMITH DR 2 = 17'

C04-61023 Main 119 NOT APPL OTHER 190062.66'2 -0.9 MI W OF M-37

M-46 BR J SMITH DR 1 = 10'

C05-61023 Main 119 NOT APPL OTHER 190057.09'2 -0.8 MI W OF M-37


C06-61023 Main 119 NOT APPL OTHER 190028.87'2 - 0.6MI W OF M-37


C07-61023 Main 119 NOT APPL OTHER 190037.4'2 -0.2 MI W OF MOORLAND RD

M-46 NO NAME 1 = 11'


18' - 19716.89'

Appr 3004.0 MI E OF MUSKEGON PED X-OVER @ CARR M-46 5 = 118'

B01-61072-1 Main 332 MONO CONC HS20 195947.24'2 -1.0 MI N OF I-96

US-31 NB BLACK CR 1 = 60'

B01-61072-2 Main 302 MONO CONC HS20 194947.24'2 -1.0 MI N OF I-96

US-31 SB BLACK CR 1 = 60'


23' - 196047.24'3 -

1.0 MI S OF M-46 US-31 NB MI SHORE RR & LAKETON AV 4 = 226'

- 209 -

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WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



23' - 196047.24'3 -

1.0 MI S OF M-46 US-31 SB MI SHORE RR & LAKETON 4 = 226'


15' -2'' L 195933.14'2 -

0.7 MI N OF I-96 SHETTLER RD US-31 4 = 190'


15' -2'' L 195960.37'4 -

2.0 MI N OF I-96 BROADWAY ST US-31 4 = 189'


14' -4'' L 196055.12'4 -

2.3 MI N OF I-96 SHERMAN RD US-31 4 = 205'


14' -7'' L 196097.44'6 -

@ M-46 M-46 (APPLE ST) US-31 4 = 244'


14' -2'' L 194916.4'

1.5 MI S OF M-46 MI SHORE RR US-31 1 = 80'

B01-61073 Main 505 INTEG CONC HS25 198662.01'2 -4.2 MI S OF OCEANA C

US-31BR WHITE R 1 = 90'

R01-61073 Main 302 BITUMINOUS H15 193371.52'4 -IN WHITEHALL

US-31BR CSX RR 1 = 22'


14' -5'' L 195833.14'2 -

1.0 MI N OF OTTAWA CO LINPONTALUNA US-31 4 = 180'


16' -5'' L 199398.75'5 -

2.5 MI N OF OTTAWA CO LINSTERNBERG RD US-31 2 = 205'


15' -5'' L 195933.14'2 -

0.3 MI S OF I-96 HILE RD US-31 4 = 186'


US-31 SB MUSKEGON R 3 = 195'


US-31 NB MUSKEGON R 3 = 195'


US-31 SB N CHAN MUSKEGON R 4 = 324'


US-31 NB N CHAN MUSKEGON R 4 = 324'

B05-61075 Main 332 MONO CONC HS20 196542.65'2 -1.3 MI N OF S JCT US-31BR

US-31 SB WHITE R 3 = 169'

- 210 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B06-61075 Main 332 MONO CONC HS20 196542.65'2 -1.3 MI N OF S JCT US-31BR

US-31 NB WHITE R 3 = 169'

C01-61075 Main 319 NOT APPL OTHER 1900147.97'3 -0.3 MI N OF M-120

US-31NB BEAR CR 2 = 16'


US-31SB BEAR CR 2 = 16'

C03-61075 Main 119 NOT APPL OTHER 1900239.83'4 -0.6 MI SE OF RUSSELL RD

US-31 AUGUST-ANDERSON DR 2 = 10'

R01-61075 Main 532 MONO CONC HS20 196342.65'2 -1.9 MI N OF M-120

US-31 SB CSX RR 3 = 138'

R02-61075 Main 532 MONO CONC HS20 196342.65'2 -1.9 MI N OF M-120

US-31 NB CSX RR 3 = 138'


14' -8'' L 196458.4'4 -

IN MUSKEGON MARQUETTE RD US-31 2 = 121'


14' - 196442.65'2 -

0.2 MI N OF MUSKEGON US-31BR EB US-31 SB 3 = 174'


14' - 196428.22'2 -

AROUND MUSKEGON NB RAMP TO WB BR US-31 SB&US-31 BR EB(TOP 3 = 271'


14' - 196442.65'2 -

2.0 MI NE OF MUSKEGON US-31 SB M-120 3 = 196'


14' - 196442.65'2 -

2.0 MI NE OF MUSKEGON US-31 NB M-120 3 = 196'


15' -6'' L 196435.1'2 -

2.6 MI N OF M-120 RUSSELL RD US-31 4 = 253'


14' - 196442.65'2 -

3.8 MI N OF M-120 US-31 SB RILEY THOMPSON RD 3 = 110'


14' - 196442.65'2 -

3.8 MI N OF M-120 US-31 NB RILEY THOMPSON RD 3 = 110'

2 - 66.3' L S09-61075 Main 332 LATEX CONC 15' - H200'' L 196433.14'2 -

7.5 MI NW OF M-120 WHITE LAKE DRIVE US-31 SB 3 = 141'


15' - 196433.14'2 -

7.5 MI NW OF M-120 WHITE LAKE DRIVE US-31 NB 3 = 141'

- 211 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 196342.65'2 -

S JCT US-31BR US-31 SB US-31 BR(COLBY RD) 3 = 127'


14' - 196347.9'2 -

S JCT US-31BR US-31 NB COLBY RD (US-31BR) 3 = 128'


15' - 196542.65'2 -

0.6 MI S OF N JCT US-31BKUS-31 SB WALSH RD 3 = 109'


14' - 196542.65'2 -

0.6 MI S OF N JCT US-31BRUS-31 NB WALSH RD 3 = 111'


14' - 196542.65'2 -

N JCT US-31 BR US-31 SB US-31 BR (FRUITVALE RD) 3 = 111'


14' - 196547.9'3 -

N JCT US-31BR US-31 NB US-31 BR (FRUITVALE RD) 3 = 111'


3.5 MI SE OF S JCT US-31 LAKEWOOD RD US-31 SB 3 = 156'


14' - 196433.14'2 -

3.5 MI SE OF S JCT US-31 LAKEWOOD RD US-31 NB 3 = 156'

B01-61076 Main 532 MONO CONC HS25 200169.88'4 -IN MUSKEGON


B02-61076 Main 532 MONO CONC HS25 199657.74'2 -IN N MUSKEGON

M-120 SB CEDAR CR 3 = 305'

B03-61076 Main 532 MONO CONC HS25 199652.82'2 -IN N MUSKEGON

M-120 NB CEDAR CR 3 = 305'

R01-61131 Main 532 MONO CONC HS25 199950.52'2 -1.1 MI S OF BAILEY

M-37 CSX RR 3 = 167'

B01-61151 Main 101 MONO CONC HS20 1953133.2'4 -IN MUSKEGON HTS

I-96 BS,US-31 BR LITTLE BLACK CREEK 1 = 25'


1.3 MI NW OF US-31 I-96 BS EB BLACK CR 3 = 60'


1.3 MI NW OF US-31 I-96 BS WB BLACK CR 3 = 60'


14' -7'' L 195562.34'4 -

3.9 MI NW OF US-31 BROADWAY AVE I-96 BS 4 = 167'

- 212 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' -8'' L 195934.12'2 -

0.4 MI NW OF US-31 AIRPORT RD I-96 BS 4 = 298'


14' -8'' L 195621.33'

IN MUSKEGON (I-96 BS) CSX RR I-96 BS 2 = 209'


14' -0'' L 195853.15'

4.1 MI NW OF US-31 (I-96-MI SHORE I-96 BS 2 = 127'


15' -2'' L 195921.65'

.7 MI NW OF US-31 CSX RR I-96 BS 2 = 207'


.9 MI NW OF OTTAWA CO LINI-96 EB NORRIS CR 3 = 165'


.9 MI NW OF OTTAWA CO LINI-96 WB NORRIS CR 3 = 165'


14' - 196142.98'2 -

@ US-31 &I-96 INTERSECT. AIRLINE HWY US-31 4 = 162'


19' - 196142.98'2 -

@ US-31&I-96 INTERSECT. AIRLINE ROAD US-31 RAMP 3 = 137'


13' -8'' L 1959108.92'6 -

@ US-31 (I-96 UNDER) US-31 I-96 4 = 213'

2 - 41' L S04-61152 Main 332 MONO CONC 15' - HS200'' L 1961115.49'6 -

0.4 MI SE OF US-31 I-96 HILE RD 3 = 147'


16' -3'' L 196132.81'2 -

1.3 MI SE OF US-31 STERNBERG RD I-96 4 = 328'


15' - /1991 196146.92'2 -

2.0 MI NW OF OTTAWA CO LII-96 EB AIRLINE ROAD 3 = 138'


16' - /1991 196157.09'3 -

2.0MI NW OF OTTAWA CO LINI-96 WB AIRLINE ROAD 3 = 143'


16' -11'' L 196132.81'2 -

.3 MI NW OF OTTAWA CO LINFRUITPORT RD I-96 7 = 401'

B01-61153 Main 532 BITUMINOUS HS20 196466.93'4 -IN MUSKEGON

US-31 BR WB S BR OF MUSKEGON R 3 = 97'

B02-61153 Main 532 BITUMINOUS HS20 196466.93'4 -IN MUSKEGON

US-31 BR EB S BR MUSKEGON R 3 = 104'

- 213 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B03-61153 Main 532 MONO CONC HS20 196442.65'2 -IN MUSKEGON

US-31 BR WB S BR MUSKEGON R 3 = 105'

B04-61153 Main 201 BITUMINOUS H20 194446.92'2 -IN MUSKEGON

US-31 BR EB MUSKEGON R 3 = 105'

Newaygo**************B01-62014 Main 332 MONO CONC HS20 197047.9'2 -

6.5 MI E OF HESPERIA M-20 WHITE R 3 = 152'

C01-62014 Main 319 NOT APPL OTHER 1900107.94'2 -0.5 MI E OF DICKENSON AVE

M-20 WRIGHT CR 2 = 12'

C02-62014 Main 319 NOT APPL OTHER 1970177.82'2 -0.2 MI E OF OSBORNE AVE

M-20 BR WHITE R 2 = 10'

C03-62014 Main 319 NOT APPL OTHER 1970187.99'2 -0.2 MI E OF LUCE RD

M-20 BLACK CR 1 = 11'

C01-62015 Main 719 BITUMINOUS H20 198444'2 -2 MI E OF WHITE CLOUD

M-20 FLINTON CREEK 3 = 19'

0B0-62015-1 Main 125 BITUMINOUS OTHER 192827.89'2 -IN WHITE CLOUD

M-20 (PINE HILL) WHITE RIVER 1 = 50'

B01-62021 Main 104 BITUMINOUS H15 193538.06'2 - 4.7 MI S OF HESPERIA

M-120 BRATON CR 1 = 31'

C01-62021 Main 119 NOT APPL OTHER 197043.96'2 -0.4 MI S OF ROOSEVELT RD

M-120 CUSHMAN CR 1 = 13'

C02-62021 Main 119 NOT APPL OTHER 190043.96'2 -0.1 MI S OF CLEVELAND RD

M-120 BR BRATON CR 1 = 16'

C01-62022 Main 119 NOT APPL OTHER 190052.82'2 -5.0 MI SE OF FREMONT

M-82 WILLIAMS CR 1 = 16'

C02-62022 Main 119 NOT APPL OTHER 190037.73'2 -0.1MI W OF LUCE RD

M-82 BUTLER CR 1 = 10'

C03-62022 Main 119 NOT APPL OTHER 190057.74'2 -0.3 MI E OF WARNER AVE

M-82 BR BUTLER CR 1 = 17'

B01-62031 Main 303 MONO CONC HS20 195362.66'4 -IN NEWAYGO


- 214 -

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STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



0.3 MI S WHITE CLOUD M-37 WHITE RIVER 1 = 44'

C01-62031 Main 119 NOT APPL OTHER 190055.77'2 -0.6 MI N OF MUSKEGON COL

M-37 CROCKERY CR 1 = 13'

C02-62031 Main 119 NOT APPL OTHER 1900132.87'2 -S.STATE ST IN NEWAGO

M-37 BROOKS CR 1 = 12'

C03-62031 Main 119 NOT APPL OTHER 190041.99'2 -0.2 MI N OF 56TH ST

M-37 PENOYER CR 1 = 14'

R01-62031 Main 505 LATEX CONC HS25 198643.31'2 -IN NEWAYGO

M-82 CSX RR 5 = 315'

R02-62031 Main 505 LATEX CONC HS25 198468.57'4 -IN NEWAYGO

M-37 CSX RR ,PENOYER CR. 4 = 289'

C01-62041 Main 319 NOT APPL OTHER 1900136.81'2 -1.4 MI E OF M-37

M-82 BROOKS CR 2 = 12'

Oakland**************B01-63021 Main 111 BITUMINOUS H15

/1930 192069.55'5 -

IN FARMINGTON (E GRAND RII-96 BL ROUGE R 1 = 29'


0.5 MI E OF LIVINGSTON COI-96 HURON R 3 = 134'

C01-63022 Main 119 NOT APPL HS20 1956152.89'6 -5.0 MI NW OF NOVI

I-96 NORTON CREEK 1 = 12'

C02-63022 Main 119 NOT APPL HS20 1956174.87'6 -0.75 MI NW OF NOVI

I-96 BASSETT DRAIN 1 = 10'

C03-63022 Main 119 NOT APPL HS20 1956350.07'5 -2.0 MI SE OF FARMINGTON

I-96 UPPER ROUGE RIVER 2 = 36'


14' - 19596.56'

IN FARMINGTON POWERS RD WALKOVERM-5 4 = 208'


3.4 MI E OF LIVINGSTON COI-96 EB GTW RR (ABN) 3 = 132'


3.4 MI E OF LIVINGSTON COI-96 WB GTW RR (ABN) 3 = 132'

- 215 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



IN NOVI I-96 E BD CSX RR 3 = 252'


IN NOVI I-96 WB CSX RR 3 = 252'


14' - /1967 1948116.14'7 -

.7 MI E OF LIVINGSTON CO I-96 KENT LAKE RD 4 = 179'


14' - /1965 195774.15'4 -

1.9 MI E OF LIVINGSTON COI-96EB MILFORD RD 3 = 171'


15' - /1965 195768.9'4 -

1.9 MI E OF LIVINGSTON COI-96WB MILFORD RD 3 = 171'


15' -1'' L 199945.28'2 -

4.0 MI E OF LIVINGSTON COSOUTH HILL RD I-96 2 = 245'


13' -0'' L 195733.14'2 -

5.1 MI E OF LIVINGSTON COOLD PLANK RD I-96 4 = 210'


14' - /1997 195859.06'4 -

IN WIXOM WIXOM RD I-96 4 = 215'


14' - 195756.43'4 -

IN NOVIBECK RD I-96 4 = 253'


15' -7'' L 197955.12'6 -

IN NOVI NOVI RD I-96 2 = 227'


14' - /2001 195733.14'2 -

E LTS OF NOVIHAGGERTY RD M-5 4 = 214'


14' -1'' L 195756.43'4 -

2MI W OF FARMINGTON 10 MI ROAD (GD.R.) M-5 4 = 246'


14' -5'' L 195734.12'2 -

4.0 MI NW OF WAYNE CO LINDRAKE RD M-5 2 = 137'


14' - /1997 195648.23'2 -

IN FARMINGTONM-102 EB FARMINGTON RD 3 = 130'


14' - /1997 195648.23'2 -

IN FARMINGTONM-102 WB FARMINGTON RD 3 = 130'


14' - /1997 195758.73'4 -

2.0 MI NW OF WAYNE CO LINORCHARD LAKE RD M-5 2 = 144'

- 216 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - /1997 195751.84'2 -

0.2 MI E. OF FARMINGTON M-102 WB GRAND RIVER E.B. CONN 3 = 224'


IN SOUTHFIELDUS-24 NB ROUGE R 3 = 120'

B02-63031 Main 219 NOT APPL HS20+Mod/1977 19316 -

IN BINGHAM FARMS US-24 & US-10 FRANKLIN R 3 = 31'


IN SOUTHFIELDUS-24 SB ROUGE R 3 = 120'

C01-63031 Main 119 MONO CONC OTHER 196577.43'4 -4.3 MI N OF WAYNE CO. LN.

US-24 BR. FRANKLIN DRAIN 1 = 10'

C02-63031 Main 119 MONO CONC OTHER 19006.56'4 -10.8 MI N OF WAYNE CO. LN

US-24 C.H. STEVENS DRAIN 1 = 18'

B01-63041 Main 532 MONO CONC HS20 196571.19'5 -4.0 MI W OF PONTIAC

M-59 CLINTON R 1 = 40'

C01-63041 Main 119 BITUMINOUS OTHER 19005 -4.0 MI E LIVINGSTON CO LN

M-59 SPRING MILL CREEK 1 = 10'

C02-63041 Main 119 BITUMINOUS OTHER 190027.89'2 -1/4 MI EAST OF FISK ROAD

M-59 NO NAME 1 = 16'

C03-63041 Main 119 MONO CONC OTHER 190051.51'2 -0.2 MI E OF PONTIAC LK RD

M-59 PONTIAC LAKE 1 = 15'

C04-63041 Main 119 MONO CONC OTHER 190013.45'2 -0.4 MI E OF PONTIAC LK RD

M-59 PONTIAC LAKE 1 = 15'

N01-63041 Main 505 BITUMINOUS OTHER 19849.19'4 MI W OF PONTIAC AT M-59

BIKE PATH CLINTON RIVER 1 = 47'

4 - 82' R 6'' RP01-63041 Main 303 MONO CONC PEDESTRIAN

15' - 19757.55'

Appr 2010.5 MI W INTER US-24 PED O PASS HURON M-59 3 = 418'


16' - 19666.23'

Appr 3000.5 MI E. INTER US-24 PED O PASS HURON M-59 5 = 150'


15' - 193631.82'

3.3 MI E OF LIVINGSTON COCSX RR M-59 3 = 73'


14' - 198034.78'

3.3 MI E LIVINGSTON CO LNC&O RR M-59 WB 1 = 66'

- 217 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


4 - 3.9' L 10.5' R 11'' RX03-63041-3 Main 303 NOT APPL 14' - RAILROAD

14' -10'' L 199820.34'

CITY OF PONTIACGTWRR(EAST TRACK) M-59 2 = 127'

4 - 3.9' L 10.5' R 11'' RX03-63041-4 Main 303 NOT APPL 14' - RAILROAD

14' -10'' L 199820.34'

CITY OF PONTIACGTWRR(WEST TRACK) M-59 2 = 126'


1.3 MI W OF AUBURN HTS. OLD M-59 CLINTON RIVER 1 = 55'

B02-63042 Main 302 BITUMINOUS HS20 195268.57'3 -IN AUBURN HTS.

OLD M-59(AUBURN R) CLINTON RIVER 1 = 45'

C01-63042 Main 119 BITUMINOUS OTHER 190033.14'2 -1.2 MI W OF MACOMB CO. LN

M-59 FERRY DRAIN 1 = 12'

B01-63043 Main 332 MONO CONC HS20 196635.1'2 -IN PONTIAC (UNDR M-59 WB)

UNIVERSITY DR(CONN CLINTON R 3 = 222'


1.2 MI E OF I-75 M-59 EB CLINTON R 1 = 58'

B04-63043 Main 332 MONO CONC HS20 196742.32'2 -E LTS OF PONTIAC

M-59 EB CLINTON R 3 = 129'

B05-63043 Main 332 MONO CONC HS20 196742.32'2 -E LTS OF PONTIAC

M-59 WB CLINTON R 3 = 129'


1.2 MI E OF I-75 M-59 WB CLINTON R 1 = 58'

C02-63043 Main 119 BITUMINOUS OTHER 1971204.07'4 -0.2 WEST OF JOHN RIVER

M-59 FERRY DRAIN 1 = 11'


17' - 198013.12'

Appr 106W OF OPDYKE R IN PONTIAC PED TO SILVERDOME M-59 17 = 869'


2.5 MI E OF I-75 M-59 EB GTW RR 3 = 204'

R03-63043 Main 532 MONO CONC HS25 196768.57'3 -2.5 MI E OF I-75

M-59 WB GTW RR 3 = 204'


14' - 196564.3'5 -

E LTS OF PONTIACOPDYKE RD M-59 4 = 235'

6 - 70' R 6'' RS03-63043-1 Main 505 MONO CONC HS25

14' - 199954.13'3 -

PONTIAC TWP. SEC. 25SQUIRREL RD NB M-59 4 = 360'

- 218 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


6 -131.2' L 169.3' R 8'' RS03-63043-2 Main 505 MONO CONC 20' - HS25

22' -5'' L 199962.99'3 -

PONTIAC TWP. SEC. 25SQUIRREL RD SB M-59 4 = 360'


14' - 196537.4'2 -

2.0 MI E OF PONTIACADAMS RD M-59 4 = 222'


14' - 196747.9'3 -

IN PONTIACM-59 EB EAST BOULEVARD 3 = 145'


14' -6'' L 196637.4'2 -

3.4 MI E OF I-75CROOKS RD M-59 4 = 204'


16' -9'' L 196635.1'2 -

4.4 MI E OF I-75 LIVERNOIS RD M-59 4 = 281'


14' - 197252.17'2 -

1.0 MI W OF M-150 AUBURN RD M-59 4 = 313'


15' - 197084.32'4 -

@ M-150M-150 M-59 4 = 327'


15' - 197244.29'2 -

4.0 MI W OF UTICA M-59 EB JOHN R RD 1 = 119'


14' - 196635.1'2 -

IN PONTIACM-59WB @ CLINTON R UNIVERSITY DR CONNECTOR 3 = 206'


14' - 196642.32'2 -

IN PONTIACM-59 WB EAST BOULEVARD 3 = 163'


15' - 197244.29'2 -

4.0 MI W OF UTICA M-59 WB JOHN R RD 1 = 119'

4 - 67.6' L 67.6' R 7'' RX01-63043 Main 303 NONE RAILROAD

14' - 196718.37'

IN PONTIACGTW RR M-59 2 = 145'

C01-63051 Main 119 BITUMINOUS OTHER 19007.55'8 -0.6 MI S BIG BEAVER ROAD

M-1 RIVER ROUGE 1 = 12'

C02-63051 Main 119 BITUMINOUS OTHER 190063.32'8 -IN BLOOMFIELD HILLS

M-1 AMY DRAIN 1 = 12'

C03-63051 Main 119 BITUMINOUS OTHER 19006.56'8 -IN BLOOMFIELD HILLS

M-1 STONEY CROFT DRAIN 1 = 12'


14' - 195689.57'6 -

@ N LTS OF DETROITM-1 OVER 8 MI RD M-102 8 MI RD & RAMPS 4 = 255'

- 219 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 195664.96'3 -

@ N LTS OF DETROITM-1 NB RAMP M-102 8 MILE RD 2 = 121'


14' - 195664.96'3 -

AT N LTS OF DETROITM-1 SB RAMP M-102 8 MILE RD 2 = 121'

B01-63052-1 Main 201 MONO CONC HS20 195762.34'3 -IN PONTIAC

US-24 NB CLINTON R 2 = 44'

B01-63052-2 Main 201 MONO CONC HS20 195774.15'4 -IN PONTIAC

US-24 SB CLINTON R 2 = 50'

C01-63052 Main 119 BITUMINOUS OTHER 19004 -0.1 MI SW OF GTW RR

US-24 PONTIAC CREEK 1 = 10'


14' - 200088.25'4 -

IN PONTIACORCHARD LAKE RD US-24 4 = 184'


13' - 192847.9'

IN PONTIAC (W BELT LINE) GTW RR US-24 1 = 64'


3.6 MI SE OF M-15US-24 CLINTON R 2 = 40'


1.5MI SE OF M-15 US-24 CLINTON R 1 = 40'

C01-63054 Main 119 BITUMINOUS OTHER 1900204.07'4 -0.3 MI NORTH OF M-15

US-24 DOLLAR LAKE OUTLET 1 = 11'

C01-63071 Main 119 BITUMINOUS OTHER 190035.1'2 -1.8 MI N OF OAKHILL ROAD

M-15 NO NAME 1 = 12'


IN SOUTHFIELDM-10 SB ROUGE R 3 = 159'


IN SOUTHFIELDM-10 NB ROUGE R 1 = 60'


14' - /19976'' L 196471.19'4 -

0.75 MILES N. OF M-102 J L HUDSON DR M-10 2 = 115'


14' - 196446.92'3 -

IN SOUTHFIELD (RAMP G) 0M-39 (RAMP H) M-10 NB (RAMP G) 3 = 162'


14' - 196434.78'2 -

IN SOUTHFIELD (RAMP A) M-10 (RAMP B) M-10 RAMP 3 = 196'

- 220 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - 196434.78'2 -

IN SOUTHFIELD RAMP HM-10 RAMP H M-39 3 = 122'

6 - 73.5' L 64' R 1'' RS05-63081 Main 332 LATEX CONC HS20

15' - 196446.92'3 -

IN SOUTHFIELD M-39 NB M-10 4 = 274'


15' - 199889.57'5 -

IN SOUTHFIELD (9 MI RD)M-39 NB OVER 9 MI 9 MILE RD 3 = 137'


14' - /1998 196463.98'5 -

IN SOUTHFIELD (RAMP E)9 MI RD M-10 RAMP 3 = 118'


15' - /19980'' L 196463.98'5 -

SOUTHFIELD (M-39 SB & US9 MI RD M-10 4 = 251'


14' - /19986'' L 196446.92'3 -

SOUTHFIELD (TOP LEVEL) M-39 SB OVER 9 MI 9 MILE RD 3 = 370'

1 - 4'' RS09-63081 Main 332 LATEX CONC 14' - HS20

14' -4'' L 196446.92'3 -

IN SOUTHFIELD (RAMP C)M-39SB OVER RAMP C M-10 RAMP C 3 = 111'


14' - /1997 196338.39'2 -

IN SOUTHFIELD (M-10) MOUNT VERNON ST M-10 2 = 122'


14' - 197448.88'3 -

IN SOUTHFIELDEVERGREEN RD.(NB) M-10 2 = 175'

6 - 57.1' L 56.1' RS11-63081-2 Main 332 LATEX CONC 15' - H15

/19970'' L 196348.88'3 -

IN SOUTHFIELDEVERGREEN RD (SB) M-10 2 = 175'


15' - 196360.37'4 -

IN SOUTHFIELD10 MI RD M-10 2 = 167'


14' -4'' L 1989129.27'4 -

IN SOUTHFIELD 10.5 MI RD M-10 2 = 173'


14' - /1998 1963100.39'7 -

IN SOUTHFIELD LAHSER RD M-10 2 = 136'

10 - 58.1' L 57.7' R 0'' RS15-63081-3 Main 332 LATEX CONC H20

14' - /2000 196534.12'2 -

IN SOUTHFIELDNORTHLAND DR EB M-10 3 = 162'

10 - 62' L 56.1' R 0'' RS15-63081-4 Main 332 LATEX CONC H20

14' - /2000 196559.38'3 -

IN SOUTHFIELDNORTHLAND DR WB M-10 3 = 164'


14' -10'' L 196521.33'1 -

IN SOUTHFIELDLEFT TURN STRUCT M-10 2 = 111'

- 221 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - /1975 1964123.03'6 -

IN SOUTHFIELD US-24 M-10 SB 3 = 200'


14' - 196481.04'6 -

IN SOUTHFIELDM-10 NB US-24 3 = 189'

C01-63091 Main 119 BITUMINOUS OTHER 190037.73'4 -(PERRY ST) NE LTS PONTIAC

I-75 BL GALLOWAY CREEK 1 = 13'


13' -10'' L 192920.01'

IN PONTIAC (PERRY ST) GTW RR I-75 BL 4 = 88'

C01-63101 Main 119 MONO CONC OTHER 190045.93'4 -WEST OF HALSTEAD RD.

I-696 & HOWARD RD. SEELEY DRAIN 1 = 15'

C03-63101 Main 119 NONE 1961E OF INKSTER RD

I-696 PEBBLE CREEK 2 =


16' -3'' L 19634.92'

Appr 3004.2 MI E OF I-96 POWERS RD WALKOVERI-696 7 = 226'


16' -2'' L 19624.92'

Appr 3005.2 MI E OF I-96 E OF ORCHARD LAKE I-696 7 = 226'


16' - 196135.76'2 -

@I-96 (I-696 EB)M-102 I-696 EB 3 = 211'


16' - /2001 196132.81'2 -

0.5 MI NE OF I-96HAGGERTY RD I-696 5 = 290'


16' - 196232.81'2 -

1.7 MI NE OF I-96 HALSTEAD RD I-696 4 = 265'


13' - /1988 1960143.04'8 -

2.7MI E OF I-96 OVER DRAKI-696 DRAKE RD 3 = 109'


16' - /1997 196234.78'2 -

3.7 MI E OF I-96FARMINGTON RD I-696 4 = 258'


15' - /19889'' L 1962123.03'7 -

4.7 MI E OF I-96 ORCHARD LAKE RD I-696 4 = 238'


16' - 196134.78'2 -

5.7 MI E OF I-96 MIDDLEBELT RD I-696 4 = 238'

2 - 37.7' R 3'' RS09-63101-3 Main 482 INTEG CONC HS25

14' - 198872.51'4 -

IN SOUTHFIELD I-696 EB INKSTER RD 3 = 107'

- 222 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 198872.51'4 -

IN SOUTHFIELD I-696 WB INKSTER RD 3 = 107'


16' - 196440.35'2 -

IN SOUTHFIELDFRANKLIN RD I-696 4 = 278'


16' - /1988 196463.32'3 -

IN SOUTHFIELD (I-696) SB N WESTERN HWY I-696 4 = 269'


17' -8'' L 196726.9'1 -

IN SOUTHFIELD (I-696) RAMP P TO M-10 I-696 4 = 232'


18' - /19757'' L 1967118.44'6 -

IN SOUTHFIELD (I-696) US-24,TELEGRAPH RD I-696 4 = 280'


20' -3'' L 196726.9'1 -

IN SOUTHFIELD (I-696)US-24 N TO M-10 W I-696 4 = 252'


14' - /1997 196486.94'5 -

IN SOUTHFIELDM-10(NWESTERN HWY) I-696 RAMP D 3 = 102'


IN SOUTHFIELD I-696 EB ROUGE R 3 = 237'


IN SOUTHFIELD I-696 WB ROUGE R 3 = 237'

8 - 60.4' L 60.4' R 8'' RP01-63102 Main 532 MONO CONC 16' - HS20

16' -6'' L 198610.83'

IN SOUTHFIELD MEADOWOOD I-696 2 = 216'


14' - /1988 196726.9'1 -

IN SOUTHFIELD US-24 NB TO 696 WB M-10 E.B 3 = 159'


14' - /1988 1967125'6 -

IN SOUTHFIELD I-696 M-10 3 = 303'


16' -1'' L 1984106.63'5 -

CITY OF SOUTHFIELD LASHER ROAD I-696 3 = 241'


16' -8'' L 198542.65'2 -

0.4 MI EAST OF LASHER 11 MILE ROAD I-696 2 = 370'


19' -0'' L 1985106.63'7 -

IN SOUTHFIELD EVERGREEN ROAD I-696 2 = 130'


16' -6'' L 198740.68'2 -

IN LATHRUP VILLAGE SANTA BARBARA I-696 2 = 154'

- 223 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



17' -10'' L 198763.65'6 -

IN LATHRUP VILLAGE SOUTHFIELD U TURN I-696 2 = 130'


20' -6'' L 1987105.97'7 -

IN LATHRUP VILLAGE SOUTHFIELD RD I-696 2 = 130'


17' -7'' L 198763.65'3 -

IN LATHRUP VILLAGE SOUTHFIELD U TURN I-696 2 = 130'


17' -7'' L 198748.88'2 -

IN SOUTHFIELD E B 11 MILE SER RO I-696 2 = 286'


17' -2'' L 198749.87'2 -

CITY OF SOUTHFIELD LINCOLN DRIVE I-696 2 = 184'


16' -2'' L 198734.45'2 -

CITY OF SOUTHFIELD U-TURN W.OF GRNFLD I-696 2 = 155'


16' -11'' L 1987116.47'6 -

1/4 MI.N. OF 10 MILE GREENFIELD ROAD I-696 2 = 162'


16' -5'' L 198734.45'2 -

IN ROYAL OAK TOWNSHIP U-TURN E.OF GRNFLD I-696 2 = 156'


16' -3'' L 198542.32'2 -

IN OAK PARK 10 MILE ROAD W-SER I-696 2 = 412'


16' -3'' L 198556.1'2 -

W OF COOLIDGE HWY COOLIDGE ROAD U T I-696 2 = 155'


16' -3'' L 198582.68'4 -

IN OAK PARK COOLIDGE ROAD I-696 2 = 154'


16' -3'' L 198576.12'2 -

EAST OF COOLIDGE COOLIDGE ROAD U TU I-696 2 = 154'


16' -3'' L 1985103.02'4 -

0.5 M WEST OF COOLIDGE SCOTIA ROAD I-696 2 = 167'


16' -5'' L 198676.44'4 -

IN ROYAL OAK WOODWARD U TURN W I-696 2 = 155'


36' -4'' L 1986114.83'6 -

AT I-696,WOODWARDI-696 WB SER WOODWARD AVE 2 = 123'


18' -7'' L 198655.45'3 -

AT I-696 & WOODWARD S.B. WOODWARD SERV I-696 2 = 185'

- 224 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



37' -5'' L 1986114.83'5 -

AT I-696 & WOODWARDI-696 EB SERV WOODWARD 2 = 124'


18' -8'' L 198655.45'3 -

AT I-696 & WOODWARD NB WOODWARD SERV I-696 2 = 187'


16' -0'' L 198688.25'5 -

IN ROYAL OAK MAIN STREET I-696 2 = 154'


16' -3'' L 198361.35'4 -

IN ROYAL OAKMOHAWK AVENUE I-696 2 = 180'


16' - 198429.53'1 -

IN ROYAL OAKMOHAWK AVENUE(UTN) I-696 2 = 180'


16' -3'' L 1983129.92'8 -

IN ROYAL OAKCAMPBELL AVE I-696 2 = 181'


16' -6'' L 198546.59'2 -

0.2 MI EAST OF LASHER LOIS LN I-696 2 = 236'


16' -4'' L 198761.35'2 -

SOUTHF'LD,W/CENT PK BLVD.SERV.RD U-TURN I-696 2 = 175'


16' -2'' L 198683.66'2 -

IN SOUTHFIELD CENTRAL PARK BLVD I-696 2 = 130'


17' -8'' L 198640.03'2 -

0.1 M W OF EVERGREEN MEADOWLARK U EAST I-696 2 = 130'


17' -4'' L 198764.3'4 -

E OF EVERGREEN RED RIVER AVE U-T I-696 2 = 130'


16' -1'' L 198732.15'1 -

IN LATHRUP VILLAGE SANTA BARBARA U EA I-696 1 = 154'


16' -10'' L 198840.68'2 -

CITY OF LATHRUP VILLAGE LATHRUP ROAD I-696 2 = 130'


16' -3'' L 198582.02'2 -

0.2 MILES W. OF SCOTIA RDMANISTEE U-TURN I-696 2 = 154'


16' -3'' L 198556.1'2 -

0.7 MI W WOODWARD ROANOKE U-TURN I-696 2 = 154'


16' -3'' L 198556.1'2 -

0.4 M W OF WOODWARD MAPLEFIELD U-TURN I-696 2 = 200'

- 225 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



29' -0'' L 198649.21'3 -

AT I-696 & WOODWARD WASHINGTON WOODWARD 2 = 96'


15' -8'' L 198675.13'4 -

AT WOODWARD & I-696 I-696 WB WOODWARD AVE 2 = 122'


15' -8'' L 198675.13'4 -

AT I-696 & WOODWARD I-696 EB WOODWARD 2 = 122'


17' -10'' L 198440.03'

0.5 MI E OF WOODWARD GTW RR I-696 4 = 307'

10 - 8.2' L 5'' RZ01-63102 Main 505 NONE 16' - HS20

17' -2'' L 1987500'

1/4 MI S OF 10 1/2 MIPLAZA I-696 2 = 214'

10 - 99.7' L 99.7' R 7'' RZ02-63102 Main 505 NONE 17' - HS20

16' -5'' L 1987641.4'

1/5 MI E OF GREENFEILDPLAZA I-696 2 = 201'

10 - 85.3' L 85.6' R 9'' RZ03-63102 Main 505 NONE 16' - OTHER

16' -9'' L 1984701.12'

0.5 MI E OF GREENFIELDPLAZA I-696 2 = 180'


IN FERNDALE EB I-696 N-S SERVICE ROAD 1 = 80'

2 - 64' RS02-63103 Main 532 INTEG CONC 17' - HS258'' L 1982163.39'5 -

IN CITY OF ROYAL OAK I-696 EB & WB N-S SERVICE ROAD 1 = 77'

2 - 44' L S03-63103 Main 332 INTEG CONC 15' - HS250'' L 198260.37'2 -

AT I696 & I-75 I-696 TO I-75 RAMP N-S SERVICE RD. 1 = 82'


15' -0'' L 197158.73'3 -

IN HAZEL PARKSHEVLIN DBL U TURN I-75 2 = 215'


15' -0'' L 1971152.56'8 -

IN ROYAL OAKI-696 & 4 RAMPS I-75 & 4 RAMPS 5 = 670'


15' -0'' L 197158.73'3 -

IN ROYAL OAK DALLAS DBL U TURN I-75 2 = 221'


14' - 197154.46'2 -

IN MADISON HTSI-696 RAMPS AF&EF N SERVICE RD 1 = 84'


14' - 1971160.1'8 -

IN MADISON HTS I-696 N SERVICE RD 1 = 75'


14' - 197144.29'2 -

IN MADISON HTS I-696 RAMPS GH&GD N SERVICE RD 1 = 75'

- 226 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' - /1997 197270.21'4 -

IN MADISON HTS JOHN R RD I-696 2 = 200'


17' - /1997 197223.29'1 -

IN MADISON HTS U-TURN @ BATTELLE I-696 2 = 196'


16' - 197266.27'4 -

IN MADISON HTS COUZENS ST I-696 2 = 173'


16' - /1997 197238.06'2 -

IN MADISON HTS 10 MI RD CONNECTOR I-696 2 = 241'


16' - 197223.62'1 -

IN MADISON HEIGHTSDEQUINDRE LFT TRN I-696 2 = 172'


16' - 197278.41'5 -

IN WARREN & MADISON HTS DEQUINDRE AVE I-696 2 = 311'


16' - 197144.29'2 -

@ I-75 I-696 TURN RDWY EB I-696&RAMPS FROM I-75NB 4 = 408'


16' - 197144.29'1 -

@ I-75 I-696 TURN RDWY AF I-696&RAMPS FROM I-75 SB 4 = 408'


16' - 197129.2'1 -

@I-75 I-696 RAMP EB I-75 & RAMPS TO I-75 NB 4 = 322'


14' - 197129.2'1 -

I-75 / I-696 INTRCHG I-696 RAMP WB I-75 & RAMPS TO I-75 SB 4 = 316'

R01-63111 Main 302 BITUMINOUS H15/1966 193254.79'4 -

S LTS OF PONTIACI-75BL SB GTW RR 4 = 160'

R02-63111 Main 332 BITUMINOUS HS20 196648.23'3 - S LTS OF PONTIAC

I-75BL NB GTW RR 4 = 160'

5 - 82' R 8'' RS01-63111-1 Main 332 BITUMINOUS HS20

14' - 196648.23'3 -

S LTS OF PONTIACI-75 BL NB OPDYKE ROAD 3 = 154'

5 - 82' R 10'' RS01-63111-2 Main 332 BITUMINOUS HS20

14' - 196654.13'3 -

S LTS OF PONTIACI-75 BL SB OPDYKE RD 3 = 154'

B01-63112 Main 505 MONO CONC HS25 198876.12'5 -IN LAKE ORION

M-24 PAINT CR 2 = 57'


IN ROCHESTER (W MAIN ST) M-150 PAINT CREEK 1 = 43'

- 227 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


4 - 64' R 5'' RR01-63132 Main 505 INTEG CONC HS25

13' - 198970.21'4 -

IN ROCHESTER (S MAIN ST) M-150 GTW RR,CLIN R,1ST&2ST 8 = 810'

C01-63151-2 Main 119 NOT APPL OTHER 19736 -.3 MI S OF TELEGRAPH

US-24 BR AUGUSTA DR(OSMUN LK) 1 = 11'

C02-63151-2 Main 119 NOT APPL OTHER 19726 -.2MI S SANDERSON INTRSCTN

US-24 BR PONTIAC CREEK 1 = 11'

C03-63151 Main 119 NOT APPL HS20+Mod 19006 -.1MI N OF KINNEY STREET


4 - 62' R 8'' RX01-63151 Main 492 NONE RAILROAD

13' - 192719.03'

.2 MI NW OF PONTIAC (US 1GTW RR US-24BL 3 = 124'


14' - 196355.77'2 -

IN SOUTHFIELDCORNELL RD M-39 2 = 109'

C01-63172 Main 119 BITUMINOUS OTHER 1963218.83'4 -0.7 MI N FEATHERSTONE RD.

I-75 GALLOWAY DRAIN 1 = 16'

R01-63172-1 Main 532 LATEX CONC HS20+Mod 196265.62'3 -5.7 MI NW OF M-59

I-75 NB GTW RR 3 = 144'

R01-63172-2 Main 532 LATEX CONC HS20+Mod 196243.64'3 -5.7 MI NW OF M-59

I-75 SB GTW RR 3 = 144'

R01-63172-5 Main 532 LATEX CONC HS25 198129.86'1 -5.7 MI NW OF M-59

NB JOSLYN TO I-75 GTW RR 3 = 145'


15' - /1988 196372.18'3 -

@ (M-59) E OF PONTIAC I-75 NB M-59 4 = 231'


15' - /1988 196372.18'3 -

EAST OF PONTIAC (M-59) I-75 SB M-59 4 = 231'


24' -1'' L 199043.96'2 -

0.4 MI N.OF M-59 FEATHERSTONE RD I-75 4 = 440'


18' -5'' L 199035.1'2 -

0.4 MI N. OF M-59 FEATHERSTONE RD I-75 4 = 440'


16' -6'' L 196354.79'4 -

1.6 MI N OF M-59 UNIVERSITY DRIVE I-75 4 = 338'

2 - 60' L S04-63172 Main 532 MONO CONC 14' - HS20+Mod

/19898'' L 1963146.98'9 -

2.0 MI N OF M-59 I-75 PONTIAC RD 3 = 130'

- 228 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' -5'' L 196234.78'2 -

2.5 MI N OF M-59 WALTON BLVD I-75 4 = 216'


16' - /19883'' L 196267.26'3 -

@ I-75 , M-24 I-75 NB M-24 & I-75 BL 4 = 194'


16' - /19883'' L 196267.26'3 -

@ I-75 , M-24 I-75 SB M-24 & I-75 BL 4 = 194'


16' -7'' L 196225.92'1 -

@ M-24 (I-75 SB TO M-24)M-24 CONN EB I-75 4 = 247'


16' -7'' L 196225.92'1 -

@ M-24 (M-24 CONN TO I-75M-24 CONN WB I-75 4 = 247'


14' -8'' L 196247.9'2 -

@ M-24(I-75 CONN TO M-24)I-75 CONN EB M-24 4 = 183'


14' -8'' L 196234.78'1 -

@ M-24(I-75 CONN TO I-75 I-75 CONN WB M-24 4 = 183'


19' -4'' L 196230.84'2 -

0.8 MI NW OF M-24 GIDDINGS RD I-75 4 = 266'


14' - /1988 196266.6'4 -

2.0 MI NW OF M-24 (JOSLYNI-75 NB JOSLYN RD 3 = 214'


16' - /1988 196255.77'3 -

2.0 MI NW OF M-24 (JOSLYNI-75 SB JOSLYN RD 3 = 214'


16' -0'' L 199356.1'3 -

3.1 MI NW OF M-24 N.BD. BALDWIN RD. I-75 2 = 236'


14' - /1988 196261.68'3 -

4.1MI SE OF M-15 I-75 NB CLINTONVILLE RD 3 = 162'


14' - /1988 196243.64'3 -

4.1 MI SE OF M-15 I-75 SB CLINTONVILLE RD 3 = 162'


16' -10'' L 196232.81'2 -

2.5 MI SE OF M-15WALDON RD I-75 4 = 336'


16' -4'' L 196264.63'4 -

2.2 MI SE OF M-15 SASHABAW RD I-75 4 = 367'


14' - /1988 196262.01'3 -

1.1 MI SE OF M-15 I-75 SB CLARKSTON RD 3 = 113'

- 229 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - /1988 196261.68'3 -

1.1 MI SE OF M-15 I-75 NB CLARKSTON RD 3 = 109'


17' -4'' L 196262.66'4 -

@ M-15M-15 I-75 4 = 240'


16' -3'' L 199036.09'2 -

I-75 EAST OF PONTIACI-75 RAMP B I-75 RAMP B & I-75 3 = 364'


16' -3'' L 199049.21'1 -

I-75 EAST OF PONTIAC I-75 RAMP C I-75 RAMP C & I-75 5 = 547'


16' -3'' L 199359.06'4 -

3.1 MI. NW. OF M-24 S.BD. BALDWIN RD. I-75 2 = 236'

B01-63173 Main 219 BITUMINOUS HS20+Mod 1962315.94'6 -1.4 MI W OF M-15

I-75 DEERLAKE CR 2 = 25'


15' -1'' L 196230.84'2 -

0.7 MI W OF M-15 HOLCOMB RD I-75 4 = 376'


16' - 196284.97'5 -

@ M-10 M-10 I-75 SB 3 = 183'


14' -10'' L 196264.96'4 -

@ M-10 I-75 NB M-10 3 = 197'


15' -9'' L 196234.78'2 -

3.3 MI NW OF M-10 DAVISBURG RD I-75 5 = 294'


16' -10'' L 196330.84'2 -

4.8 MI NW OF M-10 RATTALEE LAKE RD I-75 4 = 282'


17' -11'' L 196236.75'2 -

5.4 MI NW OF M-10 HOLLY RD I-75 4 = 341'


16' -0'' L 196136.75'2 -

3.3 MI SE OF GENESEE CO LGRANGE HALL RD I-75 4 = 237'


15' -1'' L 196230.84'2 -

2.2 MI SE OF GENESEE CO LLAHRING RD I-75 4 = 214'


17' -10'' L 196230.84'2 -

1.1 MI SE OF GENESEE CO LBELFORD RD I-75 4 = 220'


14' -4'' L 196248.88'3 -

0.2 MI NW OF M-10 I-75 NB DIXIE HWY 4 = 300'

- 230 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B02-63174-1 Main 382 MONO CONC HS20+Mod/2001 196361.02'4 -

IN MADISON HTSI-75 NB RED RUN DRAIN 3 = 250'

B02-63174-2 Main 382 MONO CONC HS20+Mod/2001 196351.18'3 -

IN MADISON HTSI-75 SB RED RUN DRAIN 3 = 250'


0.6 MI S OF M-59 I-75 NB CLINTON R 1 = 44'


0.6 MI S OF M-59 I-75 SB CLINTON R 1 = 44'

C01-63174 Main 119 OTHER OTHER 1963154.86'4 -0.3 MI SOUTH OF MAPLE RD.

I-75 SPENCER DRAIN 1 = 14'

C02-63174 Main 119 MONO CONC HS20 1965188.65'6 -0.5 MI EAST OF COOLIDGE

I-75 ROUGE R(SPRAGUE DR) 2 = 18'

C03-63174 Main 119 OTHER OTHER 1964134.84'5 -0.3 MI NW OF SQUIRREL RD.

I-75 SB AMY DRAIN 1 = 10'

C04-63174 Main 119 MONO CONC OTHER 196430.84'4 -0.3 MI NW OF SQUIRREL RD.

I-75 NB AMY DRAIN 1 = 10'

8 - N08-63174 Main 532 MONO CONC PEDESTRIAN 20019.84'

AUBURN RD @ I-75AUBURN RD PED I-75 4 = 200'


16' -0'' L 19637.55'

Appr 201IN MADISON HTS12 MI RD WALKOVER I-75 22 = 555'


14' -11'' L 19668.86'

Appr 201IN HAZEL PARK BERNHARD ST WALKOV I-75 15 = 507'


14' -8'' L 19668.86'

Appr 201IN HAZEL PARK HARRY AVE WALKOVER I-75 14 = 509'


14' -11'' L 19668.86'

Appr 201IN HAZEL PARK HIGHLAND AVE WALKO I-75 14 = 511'


14' -2'' L 19698.86'

Appr 201IN HAZEL PARK BROWNING AVE WALKO I-75 14 = 489'


14' -8'' L 19668.86'

Appr 201IN HAZEL PARK ORCHARD ST WALKOVE I-75 14 = 469'


17' -3'' L 198310.5'

@ WATTLES RD WATTLES RD PED I-75 2 = 214'

- 231 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - /19960'' L 196358.4'4 -

IN ROYAL OAK GARDENIA RD I-75 2 = 130'


16' - 196333.79'2 -

IN ROYAL OAKNB SERV RD I-75 2 = 220'


14' - 196359.71'4 -

IN MADISON HTSI-75 NB 12 MILE RD 4 = 170'


14' - 196359.71'3 -

IN MADISON HTSI-75 SB 12 MILE RD 4 = 170'

5 - 60' L 4'' RS04-63174-1 Main 532 MONO CONC HS20+Mod

16' - /2001 196359.71'3 -

IN MADISON HTSI-75 NB 13 MILE RD 3 = 141'


15' - /2001 196359.71'3 -

IN MADISON HTSI-75 SB 13 MILE RD 3 = 141'


14' - /1970 196364.3'4 -

N LTS OF MADISON HTSI-75 NB 14 MILE RD 3 = 156'


14' - /1970 196364.3'4 -

N LTS OF MADISON HTSI-75 SB 14 MILE RD 3 = 156'


15' - 196459.71'4 -

IN TROYI-75 NB M-150 (ROCHESTER RD) 4 = 160'


14' - 196459.71'4 -

IN TROYI-75 SB M-150 (ROCHESTER RD.) 4 = 160'


14' - 196455.45'3 -

IN TROY I-75 NB LIVERNOIS RD 3 = 130'


14' - 196455.45'3 -

IN TROY I-75 SB LIVERNOIS RD 3 = 130'

6 - 42' L 39.4' R 9'' RS09-63174-1 Main 332 MONO CONC 14' - HS20+Mod

14' -9'' L 196454.79'3 -

IN TROYI-75 NB BIG BEAVER RD 4 = 175'

6 - 42' L 39.4' R 9'' RS09-63174-2 Main 332 MONO CONC 14' - HS20+Mod

14' -9'' L 196454.79'3 -

IN TROY I-75 SB BIG BEAVER RD 4 = 173'

6 - 42' L 39.4' R 9'' RS09-63174-5 Main 332 LATEX CONC 14' - HS25

14' -9'' L 198348.56'2 -

IN TROY I-75 NB CD BIG BEAVER ROAD 4 = 175'

6 - 42' L 39.4' R 9'' RS09-63174-6 Main 332 LATEX CONC 14' - HS25

14' -9'' L 198348.56'2 -

IN TROY I-75 SB CD BIG BEAVER ROAD 4 = 175'

- 232 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' -1'' L 196432.81'2 -

IN TROY WATTLES RD I-75 4 = 214'


14' - 196455.45'3 -

IN TROY I-75 NB EAST LONG LAKE RD 3 = 132'


14' - 196455.45'3 -

IN TROY I-75 SB EAST LONG LAKE RD 3 = 132'


16' - 196446.92'2 -

IN TROY RAMP CONNTO CHRYSL I-75 4 = 226'


16' - 199056.1'3 -

IN TROY N.B. CROOKS RD. I-75 4 = 282'


14' - 196455.45'3 -

IN TROY I-75 NB COOLIDGE RD 3 = 107'


14' - 196455.45'3 -

IN TROY I-75 SB COOLIDGE RD 3 = 107'


14' - 196454.79'3 -

IN TROYI-75 NB SQUARE LAKE RD 3 = 158'


14' - 196454.79'3 -

IN TROYI-75 SB SQUARE LAKE RD 3 = 158'


14' - 196455.45'3 -

IN TROY (OVER ADAMS RD)I-75 NB ADAMS RD 3 = 140'


14' - 196459.71'4 -

IN TROY (OVER ADAMS RD)I-75 SB ADAMS RD 3 = 140'


16' - 196434.78'2 -

2.7 MI SE OF M-59 SQUIRREL RD I-75 4 = 287'


16' - /1988 196448.88'3 -

0.5 MI E PONTIAC @I 75 BLI-75 SB O RMP (MID I-75BL RAMPS-OVER & UNDE 3 = 201'


16' - 196435.76'2 -

9.5 MI E OF PONTIACI-75 BL RMP EN TOP I-75 SB & I-75BL 3 = 261'


16' -5'' L 200169.55'4 -

1.5 MI S OF M-59SOUTH BLVD I-75 2 = 308'

2 - 61' L 9'' RS20-63174-1 Main 532 LATEX CONC HS20+Mod

14' - /2001 196443.64'4 -

0.5 MI S OF M-59 I-75 NB OLD M-59 (AUBURN RD) 3 = 133'

- 233 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


4 - 61' L 7'' RS20-63174-2 Main 532 LATEX CONC HS20+Mod

14' - /2001 196478.74'2 -

0.5 MI S OF M-59 I-75 SB OLD M-59 (AUBURN RD) 3 = 133'


14' - 196355.45'3 -

IN TROY (OVER MAPLE RD) I-75 NB MAPLE RD, 15 MILE RD 3 = 130'


14' - 196355.45'3 -

IN TROY (OVER MAPLE RD) I-75 SB MAPLE RD, 15 MILE RD 3 = 130'


14' -0'' L 196642.32'2 -

IN HAZEL PARK MYERS RD I-75 4 = 230'


16' -0'' L 196623.29'1 -

IN HAZEL PARKJOHN R SB TURN RAM I-75 4 = 223'


16' -2'' L 196666.27'4 -

IN HAZEL PARK JOHN R I-75 4 = 260'


16' -4'' L 196623.29'1 -

IN HAZEL PARK JOHN R NB TURN RAM I-75 4 = 216'


16' -8'' L 196623.29'1 -

IN HAZEL PARK NINE MI RD TURN RA I-75 4 = 221'


14' -0'' L 196666.27'5 -

IN HAZEL PARK NINE MI RD I-75 4 = 224'


15' -5'' L 197166.27'5 -

@ CITY OF HAZEL PARK WOODWARD HTS BLVD I-75 2 = 173'


16' - 197166.27'4 -

@ CITY OF ROYAL OAK10.5 MI ROAD I-75 2 = 172'


15' -0'' L 196685.3'6 -

IN ROYAL OAK11 MI RD I-75 4 = 197'


16' - 199056.1'3 -

IN TROY S.B. CROOKS RD. I-75 4 = 282'

N01-63191 Main 772 TIMBER PEDESTRIAN 19767.87'S OF EB I96 TO SB I275 RA

BIKE PATH I-275 COUNTY DRAIN 3 = 58'

N02-63191 Main 772 TIMBER PEDESTRIAN 19767.87'.5 MI SE OF HAGGERTY RD


N03-63191 Main 772 TIMBER PEDESTRIAN 19767.87'.5 MI S OF 10 MILE RD


- 234 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


N04-63191 Main 772 TIMBER PEDESTRIAN 19767.87'.1 MI S OF 9 MILE RD



16' - 197242.32'2 -

IN THE VILLAGE OF NOVI MEADOWBROOK RD I-96 2 = 287'


16' - 197244.29'2 -

E LTS OF NOVI HAGGERTY RD I-96 EB 3 = 232'


16' - 197144.29'2 -

E LTS OF NOVI HAGGERTY RD I-96 WB 4 = 247'

7 - 85' L 80.4' R 1'' RS04-63191 Main 382 MONO CONC HS20+Mod

16' - /1998 197152.17'3 -

@ I-96/I-696 INTERCHANGE I-696 SB TO I-96 R M-102 4 = 281'


17' - 197144.29'2 -

@ I-96/I-696 INTERCHANGE I-275 SB I-696 4 = 287'


16' - 197144.29'2 -

@ I-96/I-696 INTERCHANGE I-96 WB I-696 4 = 287'

3 - 42' L 42' R 3'' RS06-63191 Main 382 INTEG CONC HS20+Mod

16' - 197244.29'2 -

I-96 & I-696 INTERCHANGE TRN RDWY C (I-696) I-96 & M-275 5 = 629'


15' - 197144.29'2 -

@ I-96/I-696 INTERCHANGEI-96 WB M-5 4 = 262'


16' - 197152.17'3 -

@ I-96/I-696 INTERCHANGE I-96 RAMP M-5 4 = 274'


16' - 197262.34'3 -

S OF I-96/I-696 INTECHNG GRAND RIVER AVE I-275, I-96 5 = 421'


17' - 197172.18'4 -

1 MI NW OF FARMINGTONTEN MILE RD I-96 5 = 399'


14' - 197174.15'4 -

1 MI W OF FARMINGTON I-96 EB 9 MILE RD 1 = 91'


14' - 197274.15'4 -

1 MI W OF FARMINGTON I-96 WB 9 MI RD 1 = 91'


16' - 197244.29'2 -

AT I-696 I-96 RAMP RAMP FROM M-102 3 = 194'


15' - 197244.29'2 -

I-96/I-696 INTERCHANGE I-96 M-5 4 = 270'

- 235 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' - 199247.24'2 -

NOVI TWP SEC 13I-96 EB, RAMP J M-5/I-96/I-696 7 = 944'


16' - 199262.99'3 -

NOVI TWP SEC 13M-5 I-96/I-696 4 = 459'


18' - 2000472.44'2 -

NOVI TWP SEC 13I-96, RAMP J M-5 NB 3 = 339'


16' -3'' L 199363.32'3 -

I-96,I-696,M-5 INTRCHG M-5 N.BD. MAINLINE 12 MILE RD 2 = 209'


16' -3'' L 199363.32'3 -

I-96,I-696 M-5 INTRCHG M-5 S.BD. MAINLINE 12 MILE ROAD 2 = 209'

8 - 68.9' L 82' R 3'' RS04-63192-5 Main 502 MONO CONC 16' - HS25

16' -3'' L 199359.06'3 -

I-96, I-696, M-5 INTRCHG M-5 NB COLL-DIS 12 MILE RD 2 = 209'

8 - 82' L 68.9' R 3'' RS04-63192-6 Main 532 MONO CONC 16' - HS25

16' -3'' L 199359.06'3 -

I-96,I696,M-5 INTRCHG M-5 S.BD. COLL-DIS 12 MILE RD 2 = 209'

B02-63201 Main 319 MONO CONC HS20+Mod 19645 -IN PONTIAC

M-10 BR CLINTON RIVER 3 = 31'

C01-63201 Main 119 NOT APPL OTHER 197356.76'4 -BET UNIVERSITY DR & HURON


C02-63201 Main 119 NOT APPL OTHER 197334.12'4 -BETWEEN OAKLAND & CASS


R01-63998 Main 204 LATEX CONC H15 193143.96'2 -CITY OF BLOOMFIELD HILLS

TROWBRIDGE RD GTW RR 7 = 231'

Oceana**************C01-64011 Main 119 NOT APPL OTHER 190090.88'2 -

0.2MI N. OF WINSTON RD OCEANA DR(OLD US31 CARLETON CR 1 = 15'

C02-64011 Main 119 NOT APPL HS20+Mod 190079.72'2 -0.5MI N OF WINSTON RD

OCEANA DR(OLDUS31) CARLETON CR 1 = 15'


OCEANA DR(OLDUS31) DORRANCE CR 1 = 18'

B01-64012 Main 303 MONO CONC HS20 195462.99'4 -N LTS OF HART

US-31 (OLD) PENTWATER R 3 = 270'

- 236 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B02-64012 Main 506 MONO CONC HS20 200046.59'2 -2.7 MI SE OF PENTWATER

US-31BR N BR PENTWATER R 3 = 175'

B03-64012 Main 505 BITUMINOUS H15 200047.24'2 -.6 MI S OF MASON CO L

US-31 BR BASS LAKE CRK 1 = 51'

B01-64013 Main 104 BITUMINOUS HS20 195396.13'2 -1.5 MI N OF S JCT US-31 B

US-31 (OLD) CEDAR CR 1 = 27'


2.5 MI N OF S JCT US-31 BUS-31(OLD) N BR PENTWATER R 3 = 130'

C01-64013 Main 119 NOT APPL OTHER 195387.93'2 -0.8 MI N OF MONROE RD

OLD US-31 BR OF CEDAR CR 2 = 17'

C02-64013 Main 119 NOT APPL OTHER 1953120.41'2 -0.1 MI W OF HOGAN RD

US-31 (OLD) OXBOW CR 2 = 17'

R01-64014 Main 332 MONO CONC HS25 197444.29'2 -2.5 MI S OF ROTHBURY

US-31 SB CSX RR (ABN) 3 = 177'

R02-64014 Main 332 MONO CONC HS25 197444.29'2 -2.5 MI S OF ROTHBURY

US-31 NB CSX RR (ABN) 3 = 174'

2 - 44' RS01-64014 Main 382 MONO CONC 16' - HS254'' L 197444.29'2 -

1.5 MI S OF ROTHBURY US-31 SB OCEANA DRIVE (OLD US-31) 1 = 110'


17' -3'' L 197444.29'2 -

0.5 MI SW OF ROTHBURY WEBSTER RD US-31 3 = 376'


16' -4'' L 197344.29'2 -

1 MI W OF ROTHBURY WINSTON RD US-31 4 = 319'


2 MI SW OF NEW ERA PARK RD US-31 SB 1 = 152'


16' - 197340.35'2 -

2 MI SW OF NEW ERA PARK RD US-31 NB 1 = 152'


16' -1'' L 197449.54'2 -

1.8 MI W OF NEW ERA M-20 EXT US-31 3 = 347'


15' - 197444.29'2 -

1.5 MI S OF ROTHBURY US-31 NB OCEANA DRIVE (OLD US-31) 1 = 110'


3 MI NW OF HART US 31 SB S BRANCH PENTWATER R. 3 = 212'

- 237 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B02-64015 Main 332 LATEX CONC HS25 197743.96'2 -3 MI NW OF HART

US-31 NB S BRANCH PENTWATER R. 3 = 210'

B03-64015 Main 482 LATEX CONC HS25 198046.26'3 -1.5 MI EAST OF PENTWATER

SB US-31 N BRANCH PENTWATER RIVER 4 = 738'

B04-64015 Main 482 LATEX CONC HS25 198046.26'3 -1.5 MI EAST OF PENTWATER

NB US-31 N BRANCH PENTWATER RIVER 3 = 556'

C01-64015 Main 319 NOT APPL OTHER 1976209.97'2 -0.1 MI N OF HAYES RD

US-31 NB DORRANCE CR 1 = 12'

C02-64015 Main 319 NOT APPL OTHER 1976209.97'2 -0.2 MI N OF HAYES RD

US-31SB DORRANCE CR 1 = 12'


15' - 197544.29'2 -

2.0 MI.N.W.OF SHELBY US-31 S.BD. CSX RR & LOG RD. (ABN) 4 = 269'

R02-64015 Main 532 MONO CONC HS25 197554.46'3 -1.5 MI W OF HART.

US-31 SB LOG RD & CSX RR (ABN) 3 = 164'


14' - 197544.29'2 -

2.0 MI N.W.OF SHELBY US-31 N.BD CSX RR & LOG RD. (ABN) 4 = 269'

R04-64015 Main 532 MONO CONC HS25 197554.46'3 -1.5 MI W.OF HART

US-31 NB LOG RD & CSX RR (ABN) 3 = 164'


2.5 MI.S.W.OF SHELBY HAYES ROAD US-31 SB 3 = 181'


16' - 197540.35'2 -

2.5 MI.S.W.OF SHELBY HAYES ROAD US-31 NB 3 = 179'


16' - 197544.29'2 -

1.5 MI S.W OF SHELBY U.S.31 S.BD. GRANT ROAD. 3 = 115'


16' -8'' L 197544.29'2 -

0.75 MI.W.OF SHELBY SHELBY ROAD U.S.31 2 = 268'


24' - 197544.29'2 -

1.5 MI.N.W.OF SHELBY U.S.31 S.BD. BUCHANAN ROAD 3 = 150'


17' - 197544.29'2 -

1.5 MI. N.W.OF SHELBY U.S.31.N.BD BUCHANAN ROAD 3 = 122'


18' -3'' L 197640.35'2 -

2 MI.S.W.OF.HART. TAYLOR ROAD U.S.31 5 = 331'

- 238 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 197544.29'2 -

1.5 MI.W.OF HART US-31 NB POLK ROAD, US-31 BR 1 = 96'


16' -7'' L 197644.29'2 -

1.0 ML W OF HART TYLER ROAD US-31 5 = 370'


15' - 197743.96'2 -

2.5 MILES NW OF HART SB US 31 WAYNE ROAD 1 = 93'


14' - 197743.96'2 -

2.5 MILES NW OF HART NB US 31 WAYNE ROAD 1 = 93'


16' - 197744.29'2 -

4.0 MI N OF HART US-31 SB MONROE ROAD,US-31 BR 1 = 106'


16' -5'' L 197941.67'2 -

1 MILE E OF PENTWATER HAMMETT ROAD US 31 5 = 415'


16' -0'' L 197851.84'2 -

NORTH OCEANA COUNTY LINE US-31 BUS LOOP US-31 5 = 366'


14' - 197544.29'2 -

1.5 MI.S.W.OF SHELBY US-31 NB GRANT ROAD 3 = 115'


15' - 197544.29'2 -

1.5 MI.W.OF HART US-31 SB POLK ROAD, US-31 BR 1 = 96'


16' - 197744.29'2 -

4.0 MI N OF HART US-31 NB MONROE ROAD, US-31 BR 1 = 105'

C01-64016 Main 319 NOT APPL OTHER 1976157.81'2 -0.3 MI E OF US-31

US-31BR RUSSELL CR 1 = 12'


M-20 N BR WHITE R 3 = 137'

B02-64022 Main 532 MONO CONC HS20 196347.24'2 -.8 MI W OF NEWAYGO CO LIN

M-20 WHITE R 2 = 90'

C01-64022 Main 119 NOT APPL OTHER 196354.79'2 -0.4MI E OF 164TH AVE

M-20 KNUTSON CR 1 = 12'

C02-64022 Main 319 NOT APPL OTHER 196371.85'2 -1.3 MI E OF 132ND AVE

M-20 GILLON LAKE DR 1 = 12'

- 239 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


Ogemaw**************B01-65021 Main 104 BITUMINOUS H15 193862.01'2 -

1.6 MI E OF WEST BRANCHM-55 BR OF RIFLE R 1 = 23'

C01-65021 Main 119 NOT APPL OTHER 193867.91'2 -4.5MI E OF WEST BRANCH

M-55 PEACH LAKE CREEK 1 = 12'

C02-65021 Main 119 NOT APPL OTHER 190055.45'2 -5.6MI E OF WEST BRANCH

M-55 CAMPBELL CREEK 1 = 14'


2.3 MI E OF M-33M-55 RIFLE R 3 = 160'


1.4 MI W OF IOSCO CO LINEM-55 AU GRES RIVER 1 = 35'

C01-65032 Main 119 NOT APPL OTHER 190078.41'2 -IN WEST BRANCH

M-55 OGEMAW CREEK 1 = 14'

B01-65033 Main 104 BITUMINOUS H15 193252.82'2 -0.3 MI SE OF M-55

I-75 BL W. BR. RIFLE RIVER 1 = 31'

C01-65041 Main 319 NOT APPL OTHER 1970271.98'2 -0.1MI SE OF GREENWOOD RD

I-75SB BR LAPORTE CREEK 2 = 12'

C02-65041 Main 319 NOT APPL OTHER 1970271.98'2 -0.1MI SE OF GREENWOOD RD

I-75NB BR LAPORTE CREEK 2 = 12'

C03-65041 Main 319 NOT APPL OTHER 1970263.78'2 -0.8MI SE OF LEHMAN RD

I-75SB LAPORTE CREEK 2 = 12'

C04-65041 Main 319 NOT APPL OTHER 1970312.01'2 -0.8MI SE OF LEHMAN RD

I-75NB LAPORTE CREEK 2 = 12'

C05-65041 Main 319 NOT APPL OTHER 1970319.88'2 -0.2MI NW OF LEHMAN RD

I-75SB BR SPRING CREEK 2 = 11'

C06-65041 Main 319 NOT APPL OTHER 1970335.96'2 -0.3MI NW OF LEHMAN RD

I-75NB BR SPRING CREEK 2 = 11'


16' -2'' L 197038.39'2 -

7.0 MI S OF WEST BRANCHGREENWOOD ROAD I-75 7 = 514'


16' - 197038.39'2 -

3.0 MI S OF WEST BRANCHRAU ROAD I-75 SB 3 = 172'


16' - 197038.39'2 -

3.0 MI S OF WEST BRANCHRAU ROAD I-75 NB 3 = 179'

- 240 -

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WEARINGSURFACE


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YR BUILT/ RECON

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17' -7'' L 197244.29'2 -

1.7 MI S OF W BRANCH @ COI-75 SB COOK ROAD (I-75 BL) 3 = 207'


16' -7'' L 197244.29'2 -

1.7 MI S OF W BRANCH @ COI-75 NB COOK ROAD (I-75 BL) 3 = 202'


15' -11'' L 197244.29'2 -

2.0 MI S OF WEST BRANCH @I-75 SB M-30 3 = 188'


15' -9'' L 197244.29'2 -

2.0 MI S OF WEST BRANCH @I-75 NB M-30 3 = 194'


16' -6'' L 197244.29'2 -

2.0 MI W OF WEST BRANCH @I-75 SB M-55 3 = 201'


16' -9'' L 197244.29'2 -

2.0 MI W OF WEST BRANCH @I-75 NB M-55 3 = 201'


14' -1'' L 197252.17'3 -

3 MI W OF WEST BRANCHI-75 NB SKI PARK RD 3 = 114'


14' -2'' L 197244.29'2 -

3 MI W OF WEST BRANCHI-75 SB SKI PARK RD 3 = 115'


M-33 W BR RIFLE R 3 = 144'

C01-65051 Main 119 NOT APPL OTHER 1942150.26'2 -3.2MI N OF ARENAC COL

M-33 S EDDY CREEK 2 = 12'


M-33 N EDDY CREEK 2 = 12'


M-33 CAMPBELL CREEK 2 = 16'


M-33 KLACKING CR 1 = 27'

C01-65052 Main 119 NOT APPL HS15 190041.99'2 -3.3MI N of M-55

M-33 BR SHEPHERD'S CREEK 1 = 12'

C02-65052 Main 119 NOT APPL HS15 190051.84'2 -5.2MI S OF ROSE CITY

M-33 AMMOND CREEK 1 = 12'


M-33 AMMOND CREEK 1 = 12'

- 241 -

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WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



M-33 BAILER CREEK 1 = 12'


M-33 PRIOR CREEK 1 = 16'


M-33 PRIOR CREEK 1 = 10'


M-33 WILKINS CREEK 1 = 32'

C08-65052 Main 119 NOT APPL HS15 190047.24'2 -N LIMITS OF ROSE CITY

M-33 HOUGHTON CREEK 1 = 12'

Ontonagon**************B01-66012 Main 332 MONO CONC HS20 196044.95'2 -

4.5 MI N OF M-28M-64 SLEEPY CR 1 = 45'

B02-66012 Main 302 MONO CONC H20 193940.35'2 -6.7 MI S OF M-107

M-64 MINERAL R 1 = 40'


M-64 MINERAL R 3 = 170'

C01-66012 Main 119 NOT APPL OTHER 190029.2'2 -8.0MI N OF M-28

M-64 NO NAME 2 = 16'


M-64 S BR ANDERSON CR 1 = 10'

B01-66013 Main 302 BITUMINOUS H20 194138.39'2 -1.0 MI NE OF M-107

M-64 MINERAL R 2 = 80'

B02-66013 Main 332 MONO CONC H20 196846.26'2 -4.0 MI NE OF M-107

M-64 PINE R 1 = 55'


M-64 DUCK CR 1 = 67'


M-64 HALFWAY CR 3 = 143'

B05-66013 Main 332 LATEX CONC H20 196846.26'2 -6.3 MI NE OF M-107


- 242 -

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STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B06-66013 Main 352 BITUMINOUS HS20 194833.14'2 -5.8 MI SW OF US-45

M-64 LITTLE CRANBERRY R 1 = 80'


M-64 CRANBERRY R 3 = 145'

B08-66013 Main 402 LATEX CONC H20 196846.26'2 -4.0 MI SW OF US-45

M-64 FLOODWOOD R 3 = 82'


M-64 POTATO R 3 = 150'


M-64 WEIGELS CREEK 1 = 24'


M-64 DREISS CREEK 1 = 30'

B12-66013 Main 417 LATEX CONC H20 193933.14'2 -Appr 303IN ONTONAGON

M-64 ONTONAGON R 4 = 309'

C01-66013 Main 119 NOT APPL OTHER 194144.29'2 -0.3MI E OF M-107

M-64 NO NAME 1 = 10'


M-64 PATENT CR 1 = 12'

C03-66013 Main 119 NOT APPL OTHER 190079.4'2 -3.6 MI E OF M-107

M-64 STONEY CR 1 = 10'

C05-66013 Main 119 NOT APPL OTHER 190062.99'2 -IN ONTONOGAN

M-64 E SLOUGH ONTONOGAN R 1 = 16'

B01-66021 Main 104 BITUMINOUS H15 193838.06'2 -.7 MI W OF W JCT M-64

M-28, M-64 WAPATO CREEK 1 = 27'


.1 MI E OF W JET M-64M-28, M-64 MERRYWEATHER CR 1 = 31'


2.3 MI E OF E JCT M-64M-28 W BR ONTONAGON R 3 = 189'

B02-66022 Main 101 BITUMINOUS H15 193669.88'2 -8.6 MI W OF US-45

M-28 MATCH CR BURIED 1 = 26'

B03-66022 Main 532 MONO CONC HS25 199051.18'2 -4.7 MI W OF US-45 (EWEN)

M-28 SO BR ONTONAGON R 3 = 310'

- 243 -

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STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B06-66022 Main 332 LATEX CONC HS20 196846.26'2 -1.5 MI W OF US-45

M-28 BALTIMORE R 3 = 140'

C01-66022 Main 319 NOT APPL OTHER 1965149.93'2 -IN BRUCE CROSSING

M-28 CLEAR CR 2 = 15'


Appr 1015.0 MI W OF HOUGHTON CO LM-28 M BR ONTONAGON R 3 = 193'

C01-66023 Main 119 NOT APPL OTHER 190087.93'2 -450FT E OF GARDNER RD

M-28 TROUT CR 1 = 12'

B01-66031 Main 302 LATEX CONC HS20 195743.31'2 -5.2 MI N OF GOGEBIC CO LI

US-45 ROSELAWN CK 3 = 100'

B02-66031 Main 104 BITUMINOUS H15 193138.06'2 -.4 MI S OF M-28

US-45 CLEAR CR 1 = 27'

C01-66031 Main 319 NOT APPL OTHER 190083.99'2 -4.5MI S OF BRUCE CROSSING

US-45 E BR BALTIMORE R 2 = 16'


US-45 BR CLEAR CR 2 = 18'





B01-66032 Main 302 INTEG CONC H15 193430.84'2 -7.4 MI N OF M-28

US-45 BALTIMORE R 1 = 60'


US-45 E BR OF ONTONAGON R 3 = 384'

C01-66032 Main 119 NOT APPL OTHER 1900119.75'2 -1.4MI N OF BRUCE CROSSING

US-45 MILE&ONE-HALF CR 1 = 11'


M-38 W BR OF FIRESTEEL R 3 = 240'


4.0 MI NW OF GREENLANDM-38 FLINTSTEEL RIVER 3 = 220'

B01-66051 Main 303 LATEX CONC HS20 195234.78'2 -1.3 MI NE OF M-38

M-26 W BR FIRESTEEL R 3 = 270'

- 244 -

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STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B02-66051 Main 303 LATEX CONC HS20 195234.78'2 -1.9 MI NE OF M-38

M-26 E BR FIRESTEEL R 3 = 240'

C01-66051 Main 119 NOT APPL OTHER 190059.71'2 -NE LIMITS OF MASS

M-26 ADVENTURE CR 2 = 14'

C02-66051 Main 119 NOT APPL OTHER 190038.06'2 -3.3MI NE OF MASS

M-26 NO NAME 1 = 10'

B01-66061 Main 332 MONO CONC H20 197642.32'2 -2.5 MI W OF SILVER CITY

M-107 UNION RIVER 1 = 75'

B02-66061 Main 332 MONO CONC H20 196742.32'2 -0.8 MI W OF M-64

M-107 LITTLE IRON R 1 = 75'

B03-66061 Main 302 LATEX CONC H20 193838.39'2 -@ M-64

M-107 BIG IRON R 2 = 140'

C01-66061 Main 119 NOT APPL OTHER 190045.93'2 -2.3MI W OF M-64

M-107 MUD CREEK 1 = 12'


M-107 ASH CREEK 1 = 12'

Osceola**************B01-67011 Main 332 BITUMINOUS HS20 195460.37'4 -

0.2 MI S OF US-10 (OLD) US-131 HERSEY RIVER 2 = 100'

B01-67014 Main 219 BITUMINOUS HS20 1957130.58'4 - 5.3 MI N OF US-10

US-131 E BR HERSEY R 2 = 32'

C01-67014 Main 119 NOT APPL OTHER 19842 -4.1MI N OF REED CITY

US-131 LINCOLN CREEK 2 = 12'

C01-67015 Main 119 NOT APPL HS20 197595.14'2 -0.8MI N OF MARION RD

US-131SB ROSE LAKE OUTLET 2 = 20'

C02-67015 Main 119 NOT APPL HS20 1975152.89'4 -0.1MI N OF LEROY RD

US-131 BEAVER CREEK 2 = 14'

C03-67015 Main 119 NOT APPL HS20 19752 -0.8MI N OF MARION RD

US-131NB ROSE LAKE OUTLET 2 = 20'


16' -11'' L 198549.87'2 -

2.0 MI SW OF LEROY LUTHER RD US-131 3 = 358'

- 245 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' -7'' L 198539.7'2 -

1.3 MI WEST LEROY LEROY RD US-131 3 = 358'


16' -11'' L 197538.39'2 -

2.2 MI S.W.OF TUSTIN 18 MILE RD(ROSE LK US-131 5 = 404'

2 - 84' L S04-67015 Main 382 MONO CONC 17' - H203'' L 197544.29'2 -

0.5 MI.W.OF TUSTIN 20 MILE RD(MARION) US-131 S.BD. 1 = 152'


16' - 197544.29'2 -

0.5 MI W.OF TUSTIN 20 MILE RD(MARION) US-131 N.BD. 1 = 152'

B01-67016 Main 532 INTEG CONC HS25 198447.9'2 - 1.5 MI NW OF REED CITY

US-131 N B JOHNSON CK 1 = 109'

B02-67016 Main 532 INTEG CONC HS25 198467.91'3 - 1.5 MI NW OF REED CITY

US-131 S.B. JOHNSON CK 3 = 107'

B03-67016 Main 532 INTEG CONC HS25 198435.76'1 -1.5 MI NW OF REED CITY

US-131 N BRMP JOHNSON CK 1 = 85'

B04-67016 Main 532 INTEG CONC HS25 198435.76'1 -1.5 NW OF REED CITY

US-131 S BRMP JOHNSON CK 1 = 93'

R01-67016 Main 532 INTEG CONC HS25 198447.9'2 -1.5 MI NW OF REED CITY

US-131 N B CSX RR (ABN) 3 = 131'


US-131 S B CSX RR (ABN) 3 = 129'

R03-67016 Main 532 INTEG CONC HS25 198435.76'1 -1.5 NW OF REED CITY

US-131N B RMP CSX RR (ABN) 3 = 127'


US-131S B RMP CSX RR (ABN) 3 = 175'


14' -6'' L 198447.9'2 -

4 MILES S OF REED CITY N.B. US-131 MECEOLA ROAD 1 = 90'


14' -5'' L 198447.9'2 -

4 MILE S OF REED CITY SB US-131 MECEOLA ROAD 1 = 93'

2 - 60.4' L 60.4' R 6'' RS03-67016 Main 382 INTEG CONC HS25

14' - 198447.9'2 -

2.5 MI SW REED CITYUS-131 N B HERSEY RD. ( 2 MILE RD.) 1 = 100'


14' - 198447.9'2 -

2.5 MI SW OF REED CITY US-131 S B HERSEY RD (2 MILE RD) 1 = 104'

- 246 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 198447.9'2 -

2.0 MI SW OF REED CITY US-131 N B PECK LAKE RD (3 MILE) 1 = 104'


14' - 198447.9'2 -

2.0 MI SW OF REED CITY US-131 S B 3 MILE RD (PECK LAKE RD) 1 = 98'


14' - 198448.23'2 -

0.5 MI W OF REED CITY US-131 N B CHIPPEWA RD (4 MILE RD) 1 = 100'


14' - 198447.9'2 -

0.5 MI W OF REED CITY US-131 S B CHIPPEWA RD (4 MILE RD) 1 = 100'


17' - 198447.24'2 -

1.5 MI NW OF REED CITY US-131 N B US-10 1 = 111'


17' - 198453.15'2 -

1.5 MI NW OF REED CITY US-131 S B US-10 1 = 108'

B01-67017 Main 532 MONO CONC HS25 198547.24'2 - 2.4 MI N REED CITY

US-131 N B HERSEY CK 3 = 125'


US-131 S B HERSEY CK 3 = 125'


US-131 S B E BR HERSEY CK 1 = 35'


14' - 198547.9'2 -

4.5 MI N REED CITY US-131 N B 9 MILE RD (PENASHA RD) 1 = 95'


16' -9'' L 198549.87'2 -

0.5 MI W OF ASHTON ASHTON RD US-131 5 = 366'


14' - 198547.24'2 -

2.5 MI N REED CITY US-131 N B GRAND AVE (7 MILE RD) 1 = 106'


14' - 198547.24'2 -

2.5 MI N REED CITY US-131 S B GRAND AVE (7 MILE RD) 1 = 106'


14' - 198547.9'2 -

4.5 MI N REED CITY US-131 S B PENASHA RD. (9 MILE RD) 1 = 94'

B01-67021 Main 332 INTEG CONC HS20+Mod/1984 194761.02'3 -

1.8 MI NW OF REED CITY US-10 JOHNSON CREEK 1 = 35'


IN REED CITY US-10 HERSEY R 1 = 65'

- 247 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-67022 Main 505 BITUMINOUS HS25 199641.01'2 -IN REED CITY

US-10BR HERSEY R 1 = 60'

B02-67022 Main 506 MONO CONC HS25 199779.07'5 -IN EVART

US-10 TWIN CR 1 = 30'

B03-67022 Main 632 INTEG CONC HS25/1991 193451.18'2 -

IN EVART US-10 MUSKEGON R 3 = 180'

C01-67022 Main 119 NOT APPL OTHER 19392 -6.6MI W OF EVART

US-10 CAT CREEK 1 = 12'

C02-67022 Main 119 NOT APPL HS20+Mod 19392 -0.9MI NW OF SEARS

US-10 THORN CREEK 1 = 18'

C03-67022 Main 119 BITUMINOUS HS20+Mod 193846.92'2 -0.3MI E OF SEARS RD

US-10 SANDY RUN 1 = 14'

B01-67031 Main 104 BITUMINOUS H15 192438.06'2 -2.8 MI N OF US-10

M-66 DOC & TOM CR 1 = 31'

B02-67031 Main 302 LATEX CONC H20 194038.71'2 -3.2 MI N OF US-10


B03-67031 Main 505 BITUMINOUS HS20 195945.6'2 -4.8 MI N OF US-10

M-66 WHETSTONE CR 1 = 40'


0.3MI N OF MECOSTA COL M-66 MERRILL LAKE OUTLET 1 = 12'

C02-67031 Main 119 NOT APPL OTHER/1948 19002 -

0.6MI N OF 2MILE RD M-66 NO NAME 1 = 10'


1.4MI S OF US-10 M-66 SANDY RUN 1 = 12'

B01-67032 Main 101 BITUMINOUS H15 194040.35'2 - 0.1 MI N OF M-115

M-66 WEST BRANCH R (COYLE CR) 1 = 24'

B02-67032 Main 505 MONO CONC HS25 199547.24'2 - 2.2 MI N OF M-61

M-66 MIDDLE BRANCH RIVER 1 = 80'


M-66 MIDDLE BRANCH R 1 = 45'



- 248 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C01-67032 Main 119 NOT APPL OTHER 193959.06'2 -(N.MILL ST)IN MARION

M-66 MILL RACE OF MIDDLE BR R 1 = 10'


.2 MI NW OF CLARE CO LINEM-115 MUSKEGON R 4 = 208'

B02-67051 Main 302 LATEX CONC H20 193840.35'2 -1.9 MI NW OF CLARE CO LIN


B03-67051 Main 104 BITUMINOUS H15 193746.92'2 - 4.9 MI NW OF CLARE CO LIN

M-115 WEST BRANCH R 1 = 28'

B04-67051 Main 104 BITUMINOUS H15 193737.73'2 -8.3 MI SE OF WEXFORD CO L


B05-67051 Main 104 BITUMINOUS H15 193737.73'2 -7.4 MI SE OF WEXFORD CO L

M-115 CROCKER CR 1 = 28'

B01-67062 Main 332 MONO CONC HS20 197349.54'2 -5 MI SE OF MARION

M-61 MIDDLE BR MUSKEGON RIV 3 = 185'

Oscoda**************B01-68012 Main 382 MONO CONC HS25 198451.84'2 -

.7 MI N OF S JCT M72 M-33 M-72 AU SABLE R 1 = 161'

B01-68041 Main 104 BITUMINOUS HS20 195752.49'2 -4.1 MI E OF CRAWFORD CO L

M-72 W BR BIG CR 1 = 35'

B02-68041 Main 302 LATEX CONC HS20+Mod 196044.95'2 -5.3 MI E OF CRAWFORD CO L

M-72 E BR BIG CR 3 = 125'

Otsego**************R01-69013-1 Main 332 LATEX CONC HS20+Mod 196243.64'2 -

2.7 MI S OF M-32I-75 NB D&M RR 3 = 194'

R01-69013-2 Main 332 LATEX CONC HS20+Mod 196243.64'2 -2.7 MI S OF M-32

I-75 SB D&M RR 3 = 194'


18' - /19805'' L 196132.15'2 -

1.5 MI N OF CRAWFORD CO LMARLETTE RD I-75 5 = 324'


16' -6'' L 196130.84'2 -

4.1 MI N OF CRAWFORD CO LOLD STATE RD I-75 6 = 398'


15' - /1980 196143.64'2 -

5.1 MI S OF M-32I-75 SB CHARLES BRINK RD 3 = 113'

- 249 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



13' - /1980 196143.64'2 -

5.1 MI S OF M-32I-75 NB CHARLES BRINK RD 3 = 111'


16' - /19765'' L 196173.16'5 -

2.7 MI S OF M-32OLD US-27,ALBA RD I-75 4 = 266'


17' - /19973'' L 196165.62'2 -

IN GAYLORD(OVER M-32 )I-75 SB M-32 3 = 134'


16' - /19801'' L 196143.64'2 -

IN GAYLORD OVER M-32I-75 NB M-32 3 = 134'


15' -6'' L 196130.84'2 -

3.0 MI N OF M-32PARMATER RD I-75 6 = 292'


16' - 196230.84'2 -

6.1 MI N OF M-32WINTERS RD I-75 SB 3 = 147'


15' - 196230.84'2 -

6.1 MI N OF M-32WINTERS RD I-75 NB 3 = 212'


16' -7'' L 196230.84'2 -

IN VANDERBILTMAIN ST (STRUG VAL I-75 5 = 269'


16' -7'' L 196234.78'2 -

NW LTS OF VANDERBILTMILL ST (OLD US-27 I-75 5 = 326'


17' - 196230.84'2 -

2.3 MI SW OF CHEBOYGAN COALEXANDER RD I-75 SB 3 = 167'


15' - 196230.84'2 -

2.3 MI SW OF CHEBOYGAN COALEXANDER RD I-75 NB 3 = 165'

Ottawa**************B01-70013-1 Main 452 LATEX CONC HS20

/1984 194948.23'2 -

0.4 MI N OF M-21 US-31 NB BLACK R 3 = 240'


0.4 MI N OF M-21 US-31 SB BLACK R 3 = 240'

B02-70013-1 Main 332 MONO CONC HS20 194947.9'2 -4.4 MI SE OF M-45

US-31 NB PIGEON R 1 = 55'


US-31 SB PIGEON R 1 = 55'

- 250 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C01-70013 Main 119 NOT APPL OTHER 195843.64'4 - 0.2 MI S OF QUINCY RD

US-31 BARRMAN DR 1 = 12'

R01-70013-1 Main 302 INTEG CONC HS20/1984 194948.23'2 -

0.5 MI N OF M-21 US-31 NB CSX RR 5 = 212'

R01-70013-2 Main 302 LATEX CONC HS20 195849.87'2 -0.5 MI N OF M-21

US-31 SB CSX RR 5 = 212'


14' - 1984114.17'5 -

.6 MI N OF I-196 BL US-31 LAKEWOOD BLVD 1 = 118'

B01-70014-1 Main 332 LATEX CONC H15/1980 193149.21'2 -

IN GRAND HAVEN (N 7TH ST)US-31 NB S CHANNEL GRAND R 4 = 200'

B01-70014-2 Main 332 MONO CONC HS20 195749.21'2 -IN GRAND HAVEN (N 7TH ST)

US-31 SB S CHANNEL GRAND R 4 = 200'

B02-70014 Main 316 OTHER HS20 196095.8'6 -Appr 303GRAND HAVEN-FERRYSBURG

US-31 GRAND R 7 = 693'


18' - 195971.19'4 -

IN FERRYSBURG US-31 GTW RR & M-104 4 = 260'


14' - 195892.19'5 -

IN FERRYSBURG(OVER 3RD STUS-31 3RD ST 3 = 150'


19' -3'' L 195736.42'2 -

IN FERRYSBURG OLD US-31(RIDGE ST US-31 3 = 166'


14' -8'' L 195733.14'2 -

N LTS OF FERRYSBURG VAN WAGNER RD US-31 4 = 200'


14' -6'' L 195833.14'2 -

2.0 MI N OF M-104 TAFT RD US-31 4 = 180'


14' -10'' L 1959123.36'6 -

1.0 MI E HOLLAND US-31 I-196 BL 4 = 192'

B01-70023 Main 332 MONO CONC HS20 195540.68'2 -0.8 MI NE OF US-31

I-196BL EB BLACK R 3 = 180'


0.8 MI NE OF US-31 I-196BL WB BLACK R 3 = 180'

B03-70023-3 Main 332 MONO CONC HS20 195542.98'2 -2.0 MI NE OF US-31

I-196BL EB BR OF BLACK R 1 = 60'

- 251 -

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STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B03-70023-4 Main 332 MONO CONC HS20 195542.98'2 -2.0MI NE OF US-31

I-196BL WB BR OF BLACK R 1 = 60'

B04-70023 Main 302 MONO CONC HS20 195549.21'2 -7.5 MI NE OF US-31

OLD M-21 EB BLACK CR 1 = 40'

B05-70023 Main 403 BITUMINOUS H15 192846.92'2 -7.5 MI NE OF US-31

OLD M-21 WB BLACK CR 3 = 58'

B06-70023 Main 302 MONO CONC HS20 1949136.81'6 -4.9MI SW OF KENT CO LINE

OLD M-21 BUTTERMILK CREEK 1 = 35'

B07-70023 Main 302 MONO CONC H20 194145.6'2 -3.7MI SW OF KENT CO LINE

OLD M-21 EB RUSH CR 1 = 41'

B08-70023 Main 332 MONO CONC HS20 197241.34'2 -3.7MI SW OF KENT CO LINE

OLD M-21 WB RUSH CR 1 = 57'


.2 MI SW OF KENT CO LINE OLD M-21 RUSH CREEK 1 = 51'

C01-70023 Main 119 NOT APPL OTHER 1900155.84'4 -0.3MI SW OF STATE ST

I-196BL CEDAR DR 2 = 16'

C02-70023 Main 119 NOT APPL OTHER 1900176.51'4 -AT MAPLE LANE E OF ZEEL.

I-196BL ROSE DR 2 = 14'

C03-70023 Main 119 NOT APPL OTHER 190034.78'2 -3.1MI SW OF HUDSONVILLE

OLD M-21EB BLACK RIVER 1 = 16'


OLD M-21WB BLACK RIVER 1 = 15'


OLD M-21EB BLACK RIVER 1 = 12'

C06-70023 Main 119 NOT APPL OTHER 194292.19'2 -2.8 MI SW OF HUDSONVILLE

OLD M-21WB BLACK RIVER 1 = 10'

B01-70024 Main 332 MONO CONC HS20 197243.64'2 -3.5 MI E OF HOLLAND

I-196 EB BLACK RIV 3 = 192'

B02-70024 Main 332 MONO CONC HS20 197243.64'2 -3.5 MI E OF HOLLAND

I-196 WB BLACK RIV 3 = 192'

B03-70024 Main 332 MONO CONC HS20 197243.64'2 -2 MI E OF ZEELAND

I-196 EB BLACK RIVER 3 = 180'

- 252 -

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***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B04-70024 Main 332 MONO CONC HS20 197243.64'2 -2 MI E OF ZEELAND

I-196 WB BLACK RIV 3 = 180'

C01-70024 Main 319 NOT APPL HS20 1974328.08'4 - 0.2 MI W OF MILE POST 63

I-196 NO NAME 1 = 10'

C02-70024 Main 319 NOT APPL HS20 1974166.01'1 - 32ND AVE

I-196 RAMP NO NAME 2 = 14'

C03-70024 Main 319 NOT APPL HS20 1974325.79'4 - 0.1MI W OF 32ND AVE

I-196 NO NAME 2 = 14'

C04-70024 Main 319 NOT APPL HS20 1974151.9'4 -0.1MI E OF MI POST 64

I-96WB NO NAME 1 = 11'

C05-70024 Main 319 NOT APPL HS20 1974155.84'2 -0.1 MI E OF MI POST 64

I-196EB NO NAME 1 = 11'

C06-70024 Main 319 NOT APPL HS20 197435.76'4 - 0.1 MI W OF KENT COL

I-196 RUSH CREEK 3 = 200'


16' -7'' L 197258.4'3 -

1 MI E OF HOLLAND ADAMS RD I-196 2 = 250'


14' - 197243.64'2 -

1.5 MI N OF ALLEGAN CO L I-196 EB 96TH AVE 1 = 118'


16' -9'' L 197238.39'2 -

2.9 MI NE OF ALLEGAN COL 88TH AVE. I-196 2 = 258'


15' -1'' L 197251.51'3 -

E LTS OF ZEELAND I-196 EB I-196 BL(BYRON ROAD) 2 = 178'


14' - 197243.31'2 -

3 MI E OF ZEELAND I-196 EB 64TH AVE 1 = 96'


14' - 197243.31'2 -

3 MI E OF ZEELAND I-196 WB 64TH AVE 1 = 96'


15' - 197143.64'2 -

4.4 MI NE OF I 96 BLI-196 EB 48TH AVE 3 = 119'


14' - 197143.64'2 -

4.4 MI NE I 96 BLI-196 WB 48TH AVE 3 = 119'


15' - 197243.64'2 -

1 MI S OF HUDSONVILLE I-196 EB 32ND AVE 1 = 120'

- 253 -

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WEARINGSURFACE


VERTCLEAR

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YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 197243.64'2 -

1 MI S OF HUDSONVILLE I-196 WB 32ND AVE 1 = 120'


14' - 197243.64'2 -

2.2 MI N OF JAMESTOWN I-196 EB 22ND AVE 3 = 125'


14' - /2001 197262.34'2 -

2.2 MI N OF JAMESTOWN I-196 WB 22ND AVE 3 = 130'


16' -5'' L 197244.29'2 -

1 MI W OF KENT CO LINE 8TH AVE I-196 4 = 279'


17' - 197243.64'2 -

1.5 MI N OF ALLEGAN CO L I-196 WB 96TH AVE 1 = 118'


14' -8'' L 197243.64'2 -

E LIMITS OF ZEELAND I-196 WB I-196BL (BYRON RD) 2 = 171'


16' -5'' L 200146.59'2 -

GEORGETOWN TWP SEC 34M-6 WB, RAMP C I-196 EB 1 = 187'


17' - 200133.79'2 -

GEORGETOWN TWP SEC 35M-6 WB, RAMP D I-196 WB , RAMP C 1 = 205'


19' - 200134.12'1 -

GEORGETOWN TWP 35I-196 WB, RAMP D I-196 EB 1 = 243'


7.7 MI E OF US-31 M-45 BASS R 1 = 40'

B02-70041 Main 303 BITUMINOUS H15 192832.48'2 - 4.7 MI W OF KENT CO L

M-45 GRAND R 7 = 595'

B03-70041 Main 532 BITUMINOUS HS25 199999.74'6 -Appr 1012.7 MI W OF KENT CO L

M-45 SAND CR 3 = 66'

B04-70041-3 Main 532 MONO CONC HS25 199946.26'2 -SEC. 20-29 TALLMADGE TWP.

M-45 (WB) GRAND RIVER 11 = 1595'

B04-70041-4 Main 532 MONO CONC HS25 199946.26'2 -SEC. 20-29 TALLMADGE TWP.

M-45 (WB) GRAND RIVER 11 = 1595'

C01-70041 Main 119 NOT APPL H20 192985.96'2 -5.7 MI E OF US-31


B01-70063 Main 532 LATEX CONC HS20 196146.92'2 -1.5 MI E OF M-104

I-96 EB CROCKERY CR 3 = 150'

- 254 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B02-70063 Main 302 LATEX CONC HS20 195349.21'2 - 1.5 MI E OF M-104

I-96 WB CROCKERY CR 3 = 150'


I-96 EB DEER CR 3 = 150'

B03-70063-4 Main 332 MONO CONC HS20 195847.24'2 -8.2MI SE OF M-104

I-96 WB DEER CR 3 = 150'

B04-70063-3 Main 302 MONO CONC HS20 195747.24'2 -2.5MI NW OF KENT CO LINE

I-96 EB SAND CR 1 = 35'

B04-70063-4 Main 302 MONO CONC HS20 195757.41'3 -2.5MI NW OF KENT CO LINE

I-96 WB SAND CR 1 = 35'

B05-70063 Main 104 INTEG CONC HS20 1956115.81'4 -1.4MI NW OF KENT CO LINE

I-96 EB SAND CR 1 = 35'

B06-70063 Main 104 INTEG CONC HS20+Mod 196079.07'3 -1.3 MI NW OF KENT CO LINE

I-96 WB SAND CR 1 = 35'

B07-70063 Main 505 INTEG CONC HS20+Mod 1961161.75'4 -.2 MI NW OF KENT CO LINE

I-96 BR OF SAND CR 1 = 35'

C01-70063 Main 119 NOT APPL OTHER 195346.92'2 - 1.2 MI E OF NUNICA RD

I-96EB BR CROCKERY CR 1 = 14'

C02-70063 Main 119 NOT APPL OTHER 195325.92'2 - 2.1MI E OF NUNICA RD


C03-70063 Main 119 NOT APPL OTHER 195338.39'2 - 2.6MI E OF NUNICA RD


C04-70063 Main 119 NOT APPL OTHER 195332.15'4 -7.1 MI E OF NUNICA

I-96 BR DEER CR 1 = 10'


16' -4'' L 196132.81'2 -

.8 MI E OF M-104 NUNICA RD (112TH) I-96 4 = 262'


16' - 196146.92'2 -

3.9MI E OF M-104(OVER 88TI-96 EB 88TH AVE 3 = 112'


14' - 196146.92'2 -

3.9 MI E OF M-104(OVER 88I-96 WB 88TH AVE 3 = 112'


14' -4'' L 196133.46'2 -

6.7MI SE OF M-104 68TH AVE I-96 4 = 254'

- 255 -

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STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' -7'' L 195733.14'2 -

6.5MI NW OF KENT CO LINE 48TH AVE I-96 4 = 171'


14' - 195847.24'2 -

3.2 MI NW OF KENT COL(24TI-96 EB 24TH AVE 3 = 117'

2 - 38.1' L S06-70063-4 Main 332 MONO CONC 16' - HS202'' L 195847.24'2 -

3.2MI NW OF KENT CO LINE I-96 WB 24TH AVE 3 = 117'


14' -7'' L 195838.39'2 -

2.2MI NW OF KENT CO LINE 16TH AVE I-96 4 = 190'


14' - /1978 196144.29'3 -

.5 MI E OF MARNE I-96 EB M-11 WB 3 = 216'


14' - 196146.92'2 -

.8 MI NW OF KENT CO LINE I-96 EB 4MI RD 3 = 109'


14' - 196146.92'2 -

.8 MI NW OF KENT CO LINE I-96 WB 4MI RD 3 = 109'

C01-70064 Main 119 NOT APPL OTHER 19612 - 0.5MI E OF MUSKEGON COL

I-96EB VINCENT CREEK 2 = 15'

C02-70064 Main 119 NOT APPL HS20 196123.95'2 - 0.5MI E OF MUSKEGON COL

I-96WB VINCENT CREEK 2 = 15'

R01-70064-3 Main 332 MONO CONC HS20+Mod 196146.92'2 -.4 MI NW OF M-104

I-96 EB GTW RR (ABN) 3 = 165'

R01-70064-4 Main 332 MONO CONC HS20+Mod 196146.92'2 -.4 MI NW OF M-104

I-96 WB GTW RR (ABN) 3 = 165'


16' -3'' L 196132.81'2 -

2.5MI SE OF MUSKEGON CO LAPPLE DRIVE I-96 4 = 321'


15' - /1978 196144.29'2 -

@ SE LIMITS OF NUNICA ( MI-96 EB M-104 3 = 203'


14' -3'' L 196146.92'2 -

@ SE LIMITS OF NUNICA (M-I-96 WB M-104 3 = 180'

B01-70081 Main 382 MONO CONC HS20 196674.15'4 - .2 MI E OF US-31

M-104 SPRING LAKE CHANNEL 5 = 400'

C01-70081 Main 119 NOT APPL OTHER 1900115.81'2 - 100FT W OF KRUEGER ST

M-104 LLOYD BAYOU 1 = 10'

- 256 -

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VERTCLEAR

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YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C02-70081 Main 119 NOT APPL OTHER 190028.87'2 - 0.3 MI E OF 130TH AVE

M-104 SMITH DRAIN 2 = 13'

Presque Isle**************B01-71021 Main 302 MONO CONC HS20 195433.14'2 -

4.0MI E OF CHEBOYGAN CO LM-68 RAINY R 3 = 118'

B02-71021 Main 332 MONO CONC HS20 195443.64'2 -8.2MI E OF CHEBOYGAN CO L

M-68 OCQUEOC R 1 = 55'

B05-71021 Main 104 BITUMINOUS HS20 195943.64'2 -9.6 MI W OF US-23

M-68 LITTLE OCQUEOC R 1 = 35'

B06-71021 Main 104 BITUMINOUS HS20 195643.64'2 -2.2 MI W OF US-23

M-68 TROUT R 1 = 40'

C01-71021 Main 119 NOT APPL OTHER 19542 -9.8MI W OF US-23

M-68 MARSH DRAIN 1 = 10'

C02-71021 Main 119 NOT APPL OTHER 19002 -7.6M W OF US-23

M-68 Unknown 1 = 10'

C01-71031 Main 119 NOT APPL OTHER 19002 -3MI N OF ONAWAY

M-211 STONEY CREEK 1 = 16'

C01-71051 Main 119 NOT APPL OTHER 19482 -2.1MI N OF POSEN

M-65 TROUT CREEK 1 = 16'

C01-71071 Main 119 NOT APPL OTHER 19392 -3.7MI N OF ALPENA COL

US-23 MAIL TRAIL CREEK 1 = 10'

C02-71071 Main 119 NOT APPL HS20+Mod 19392 -10.2MI NW OF ALPENA COL

US-23 SCHALKS CREEK 1 = 10'

C03-71071 Main 119 NOT APPL OTHER 19392 -1MI SE OF M-65

US-23 TROUT CREEK 1 = 18'


1.8 MI NW OF M-65 US-23 SWAN R 1 = 45'

B01-71073 Main 302 BITUMINOUS H20 193940.35'2 -1.3 MI NW OF M-68

US-23 TROUT R 1 = 50'


12 MI SE OF CHEBOYGAN COUS-23 OCQUEOC RIVER 1 = 106'

- 257 -

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WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B03-71073 Main 104 BITUMINOUS H20 194040.03'2 - 9.7MI SE OF CHEBOYGAN CO

US-23 BLACK MALLARD R. 1 = 30'

C01-71073 Main 119 NOT APPL OTHER 19002 -6.9MI NW OF M-68

US-23 TWIN LAKES OUTLET 1 = 12'

C02-71073 Main 119 NOT APPL OTHER 19402 -6.5MI S OF CHEBOYGAN COL

US-23 GRACE CREEK 1 = 11'

C03-71073 Main 119 NOT APPL OTHER 19402 -0.9MI S OF CHEBOYGAN COL

US-23 MULLIGAN CREEK 1 = 10'


50' - 197549.54'2 -

IN ROGERS CITY US-23 BR MICH LIMESTONE RR & ROAD 3 = 250'

Roscommon**************B01-72013 Main 332 MONO CONC HS20 196146.92'2 -

3.4 MI N OF CLARE CO LINEUS-27 SB WOLF CR 1 = 65'

B02-72013 Main 332 MONO CONC HS20 196146.92'2 -3.4 MI N OF CLARE CO LINE

US-27 NB WOLF CR 1 = 65'


2.8 MI N OF CLARE CO LINECOUNTY ROAD 402 US-27 SB 3 = 129'


14' - 196732.15'2 -

2.8 MI N OF CLARE CO LINECOUNTY ROAD 402 US-27 NB 3 = 129'

2 - 47.2' L S03-72013 Main 332 LATEX CONC 15' - H155'' L 196732.15'2 -

4.5 MI S OF M-55SNOW BOWL RD US-27 SB 3 = 130'


14' - 196732.15'2 -

4.5 MI S OF M-55SNOW BOWL RD US-27 NB 3 = 130'


14' -4'' L 196156.76'4 -

@ M-55M-55 US-27 4 = 230'


US-27 SB MUSKEGON R 3 = 135'


US-27 NB MUSKEGON R 3 = 135'


14' -7'' L 196732.15'2 -

2.5 MI N OF M-55COUNTY ROAD 300 US-27 4 = 205'

- 258 -

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DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



4.7 MI N OF M-55MEADS LANDING RD US-27 SB 3 = 124'


14' - 196732.15'2 -

4.7 MI N OF M-55MEADS LANDING RD US-27 NB 3 = 124'


7.0 MI N OF M-55HIGGINS LAKE PARK US-27 SB 3 = 124'


14' - 196734.12'2 -

7.0 MI N OF M-55HIGGINS LAKE PARK US-27 NB 3 = 124'

B02-72022 Main 505 BITUMINOUS HS20 195961.02'4 -.5 MI NE OF PRUDENVILLE

M-55, M-18 DENTON CR 1 = 35'

C01-72022 Main 119 NOT APPL OTHER 19752 -1.0MI W OF M-18


C02-72022 Main 119 NOT APPL OTHER 190021'2 -IN PRUDENVILLE

M-18,M-55 KNAPPEN CREEK 2 = 19'


M-55 SPRING BROOK 1 = 11'


E LTS OF ROSCOMMONM-18 S BR AU SABLE R 1 = 50'

C01-72052 Main 119 NOT APPL OTHER 190047.9'2 -0.45MI N OF M-55


C02-72052 Main 119 NOT APPL OTHER 190034.78'2 -9.8 MI S OF BUS-75

M-18 BACKUS CREEK 1 = 18'

2 - 90.6' L 7'' RS01-72061 Main 332 MONO CONC 14' - HS20+Mod

14' -7'' L 197144.29'2 -

9 MI W OF WEST BRANCHI-75 SB OLD M-76 3 = 163'


14' -7'' L 197144.29'2 -

9 MI W OF WEST BRANCHI-75 NB OLD M-76 3 = 163'


16' -9'' L 197142.32'2 -

0.4 MI N OF MAPLE VALLEYMAPLE VALLEY RD I-75 & M-55 WB 3 = 334'


16' -5'' L 197129.2'1 -

0.4 MI N OF MAPLE VALLEYM-55 RAMP I-75 5 = 454'


16' -3'' L 197144.29'2 -

0.4 MI N OF MAPLE VALLEYM-55 WB I-75 5 = 442'

- 259 -

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VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' -3'' L 197144.29'2 -

8 MI S OF ROSCOMMONI-75 SB 9 MI HILL RD 3 = 127'


14' -4'' L 197144.29'2 -

8 MI S OF ROSCOMMONI-75 NB 9 MI HILL RD 3 = 136'


16' -8'' L 197150.2'2 -

2.0 MI S OF ROSCOMMONM-18 I-75 7 = 485'


16' - 197148.23'2 -

3.0 MI NW OF M-18COUNTY RD 100 I-75 SB 3 = 198'


16' - 197148.23'2 -

3.0 MI NW OF M-18COUNTY RD 100 I-75 NB 3 = 206'


16' -3'' L 197150.2'2 -

3.0 MI W OF ROSCOMMONI-75 BL I-75 7 = 514'

Saginaw**************B01-73021 Main 302 LATEX CONC HS20 195943.31'2 -

4.3MI E OF GRATIOT CO LINM-57 LAMB CR 1 = 40'

B02-73021 Main 352 MONO CONC H15 193055.12'3 -IN CHESANING



8.2MI W OF GENESEE CO LINM-57 BEAR CR 1 = 34'

B04-73021 Main 505 LATEX CONC HS25 198551.18'2 - 2.1MI W OF GENESEE CO LIN

M-57 NORTHWOOD CR 1 = 84'

B05-73021 Main 502 LATEX CONC H20 194040.35'2 - .6 MI W OF GENESEE CO LIN

M-57 MISTEQUAY CR 3 = 120'

C01-73021 Main 101 NOT APPL OTHER 19352 - 0.4 M WEST OF MERRILL RD

M-57 S FORK OF BAD RIVER 2 = 10'

C02-73021 Main 101 NOT APPL OTHER 19352 - 0.4 M WEST OF CHAPIN ROAD

M-57 BANNER DRAIN 1 = 12'

C03-73021 Main 101 NOT APPL OTHER 19352 - 0.6 M WEST OF BRENNAN RD

M-57 GRIFFUS CREEK 1 = 10'

C04-73021 Main 119 NOT APPL OTHER 19352 - 0.3 M WEST OF BRENNAN RD

M-57 E.BR.OF GRIFFUS CREEK 2 = 10'

- 260 -

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YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C05-73021 Main 101 NOT APPL OTHER 19352 - 0.7 W. OF HEMLOCK RD.

M-57 LANTZ COUNTY DRAIN 1 = 14'

C06-73021 Main 101 NOT APPL OTHER 19352 - 0.5 M WEST OF HEMLOCK RD

M-57 KRANTZ DRAIN 1 = 12'

C07-73021 Main 101 NOT APPL OTHER 19352 - 0.4 M WEST OF RAUCHOLZ RD

M-57 PICKEREL CREEK 1 = 14'

C08-73021 Main 119 NOT APPL OTHER 19352 - 1.9 WEST OF CHESANING

M-57 W BR. OF DEER CREEK 1 = 16'

C09-73021 Main 101 NOT APPL OTHER 19352 - @W CITY LIMITS OF CHESANI

M-57 DEER CREEK 1 = 16'

C10-73021 Main 101 NOT APPL OTHER 19462 - WEST BROAD ST. CHESANING

M-57 BR. OF DEER CREEK 1 = 12'

C11-73021 Main 119 NOT APPL OTHER 19352 - @E CITY LIMITS OF CHESANI

M-57 BR. OF BEAR CREEK 1 = 12'

C12-73021 Main 101 NOT APPL OTHER 19402 - 2.6 M EAST OF CHESANING

M-57 ANDRES DRAIN 1 = 16'

C13-73021 Main 101 NOT APPL OTHER 19402 - AT AMMAN ROAD

M-57 ADAMS DRAIN 1 = 16'

C14-73021 Main 101 NOT APPL OTHER 19402 - 0.3 M EAST OF AMMAN ROAD

M-57 BR. WICKHAM DRAIN 1 = 10'

C15-73021 Main 101 NOT APPL OTHER 19402 - 0.3 M WEST OF GASPER ROAD

M-57 WICKHAM DRAIN 1 = 10'

C16-73021 Main 101 NOT APPL OTHER 19402 - 0.7 M WEST OF BISHOP ROAD

M-57 BR. OF ALBERTS DRAIN 1 = 12'

C17-73021 Main 101 NOT APPL OTHER 19402 - 0.1 M WEST OF BISHOP ROAD

M-57 DEARSALL DRAIN 1 = 12'

C18-73021 Main 101 NOT APPL OTHER 19402 - AT BISHOP ROAD

M-57 MITCHELL CREEK 1 = 10'

C19-73021 Main 101 NOT APPL OTHER 19402 - 0.9 MI WEST OF LINCOLN RD

M-57 BR. OF MITCHELL CREEK 1 = 10'

C20-73021 Main 101 NOT APPL OTHER 19402 - 0.4 MI WEST OF LINCOLN RD

M-57 EICHOLT DRAIN 1 = 16'

- 261 -

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VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C21-73021 Main 119 NOT APPL OTHER 19402 - 1.3 MI W GENESEE CO LINE

M-57 BOUCK DRAIN 1 = 16'

C22-73021 Main 101 LATEX CONC HS20 195943.31'2 -0.1N MI E/GRATIOT CO LINE

M-57 NO NAME DRAIN 1 = 12'


3.4 MI N OF M-57M-52 PICKEREL CR 1 = 40'

B02-73031 Main 332 LATEX CONC HS20 197766.27'4 -IN ST CHARLES

M-52 S BR BAD R 1 = 90'


IN ST CHARLESM-52 N BR BAD R 2 = 100'

B04-73031 Main 332 LATEX CONC HS20 197749.54'2 -N LIMITS OF ST CHARLES

M-52 BEAVER CR 1 = 90'

B07-73031 Main 532 MONO CONC HS20 196547.24'2 - 4.0MI N OF ST CHARLES

M-52 MARSH CR 3 = 90'

B08-73031 Main 104 MONO CONC HS20 195743.31'2 - 0.7 MI S OF M-46

M-52 WILLIAMS CR 1 = 30'

C01-73031 Main 119 NOT APPL OTHER 1964180.77'2 - 0.4 MI SOUTH OF OACKLEY

M-52 SAWYER DRAIN 2 = 16'

C02-73031 Main 101 NOT APPL OTHER 19402 - NORTH LIMITS OF OAKLEY

M-52 9 DRAIN 1 = 11'

C03-73031 Main 119 NOT APPL OTHER 19402 - 0.3 MI NORTH OF M-57

M-52 CARSON DRAIN 1 = 16'

C04-73031 Main 101 NOT APPL OTHER 19402 - 1.4 MI NORTH OF M-57

M-52 CARSON DRAIN 1 = 12'

C06-73031 Main 319 NOT APPL OTHER 190082.02'2 - 1.9 MI NORTH OF STCHARLES

M-52 WOLF CREEK 1 = 11'

C01-73033 Main 119 NOT APPL OTHER 19002 - 1.5 MI NORTH OF STATE ST

M-84 UNIVERSAL DRAIN 1 = 12'

C02-73033 Main 119 NOT APPL OTHER 19002 - 2.1 MI S OF BAY COUNTY LN

M-84 S BN. KOCHVILLE DRAIN 1 = 11'

C03-73033 Main 101 NOT APPL OTHER 19002 - 1.25 MI S OF BAY CO. LINE

M-84 KOCHVILLE DRAIN 1 = 10'

- 262 -

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WEARINGSURFACE


VERTCLEAR

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YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C04-73033 Main 101 NOT APPL OTHER 19002 - 1.0 MI SOUTH OF BAY CO LN

M-84 N. BR. BOURDON DRAIN 1 = 14'


3.3MI N OF GENESEE CO LINM-13 SAVAGE DRAIN 1 = 24'

B02-73051 Main 104 LATEX CONC H15 193042.98'2 - 7.8 MI S OF M-46

M-13 MILKS DRAIN 1 = 31'

B03-73051 Main 332 MONO CONC H15/1975 193045.28'2 -

7.6 MI S OF M-46M-13 KOEPKE DRAIN 1 = 51'

B04-73051 Main 302 LATEX CONC H20 194138.39'2 -7.2 MI S OF M-46

M-13 FLINT R 3 = 165'

B05-73051 Main 302 LATEX CONC H20 194138.39'2 -7.1 MI S OF M-46

M-13 BIRCH RUN OUTLET DR 3 = 110'


5.8 MI S OF M-46M-13 COLE DRAIN 1 = 35'


M-13 CASS R 6 = 390'


M-13 NO NAME DRAIN 1 = 23'

C01-73051 Main 101 NOT APPL OTHER 19392 - 1.1 MI NORTH OF JCT. M-57

M-13 12 DRAIN 1 = 12'

C02-73051 Main 101 NOT APPL OTHER 19392 - 0.4 MI N OF GENESEE CO LN

M-13 PEART DRAIN 1 = 12'

C03-73051 Main 101 NOT APPL OTHER 19392 - 3.9 MI.N.OF GENESEE CO.LN

M-13 BECKER DRAIN 1 = 12'

C04-73051 Main 101 NOT APPL OTHER 19392 - 0.4 MI.SOUTH OF MOORE RD

M-13 MESSNER DRAIN 1 = 12'

C01-73061 Main 101 NOT APPL OTHER 19542 - 1.5 MI EAST OF MERRILL

M-46 PLANK ROAD #16 DRAIN 1 = 11'

C02-73061 Main 101 NOT APPL OTHER 19542 - 2.3 MI EAST OF MERRILL

M-46 WHITMORE DRAIN 1 = 14'

C03-73061 Main 101 NOT APPL OTHER 19542 - 1.0 MI EAST OF HEMLOCK

M-46 MC CLELLAN RUN CREEK 1 = 14'

- 263 -

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WEARINGSURFACE


VERTCLEAR

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YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C04-73061 Main 119 NOT APPL OTHER 19542 - 4.3 MI EAST OF HEMLOCK

M-46 WILLIAMS CREEK 1 = 15'

B01-73062-3 Main 332 LATEX CONC HS20 195839.37'2 -1.6 MI E OF M-52

M-46 EB SWAN CR 3 = 155'

B01-73062-4 Main 332 LATEX CONC HS20 195839.37'2 -1.6MI E OF M-52

M-46 WB SWAN CR 3 = 155'


0.4 MI W OF M-47M-46 TITTABAWASSEE R 7 = 525'


0.1 MI W OF M-47M-46 OVERFLOW EAST 3 = 225'


IN SAGINAWM-46 SAGINAW R 9 = 630'


15' - 196910.83'

Appr 3030.5 MI W OF SAGINAWCOUNTRY CLUB WALKO M-46 7 = 272'

C01-73063 Main 101 NOT APPL OTHER 19372 - 8.7 MI W OF TUSCOLA CO LN

M-46 WEAVER DRAIN 1 = 10'


M-46 ENGLISH QUARTERLINE DR. 1 = 12'

C03-73063 Main 101 NOT APPL OTHER 19372 - 6.1 W OF TUSCOLA CO. LINE

M-46 COOL CREEK 1 = 18'


M-46 BLUMFIELD CREEK 1 = 14'


14' - 193761.35'

IN SAGINAWCSX RR M-46 3 = 71'


0.1 MI. N OF SHADOCKM-47 KOCHVILLE & SAGINAW DR. 1 = 14'

R01-73075-1 Main 332 MONO CONC HS20 196047.24'2 -1.7MI S OF N CO LINE

M-47 NB CSX RR 3 = 183'

R01-73075-2 Main 332 MONO CONC HS20 196047.24'2 -1.7MI S OF N CO LINE

M-47 SB CSX RR 3 = 183'


3.7 MI E OF I-75M-81 BLUMFIELD CR 1 = 40'

- 264 -

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0.2 MI W OF M-15M-81 CHEBOYGANING CR 1 = 50'

C01-73081 Main 101 NOT APPL OTHER 19292 - 0.8 W. OF I-75

M-81 DIECKMAN DRAIN 1 = 10'

C03-73081 Main 101 NOT APPL OTHER 19292 - AT WOLF RD 9.3 M W CO. LN

M-81 GAGE #1 DRAIN 1 = 12'


M-81 BR OF BOULTON DRAIN 1 = 14'


M-81 WEAVER DRAIN 1 = 16'


M-81 ENGLISH QUARTERLINE DR. 1 = 10'


M-81 WATERCOURSE #1 DRAIN 1 = 12'

C01-73091 Main 101 NOT APPL OTHER 19004 - 1.8 MI S OF BAY CO. LINE

M-13 NO NAME 1 = 10'

12 - 80.4' R 3'' RB01-73101 Main 432 LATEX CONC 14' - HS20+Mod

14' -3'' L 192794.16'5 -

Appr 332IN SAGINAWI-675 SAGIN R GTW C&O RR &M13 42 = 2948'


14' - 197126.9'1 -

IN SAGINAW OVER DAVENPORTM-58 EB GTW,SCX RR & DAVENPORT S 11 = 717'

B02-73101 Main 332 MONO CONC HS20+Mod 197142.98'2 -@ N JCT I-75

RAMP I-675 TO I-75 KOCHVILLE DRAIN 1 = 80'

C01-73101 Main 119 NOT APPL OTHER 1971255.91'5 - 100' EAST OF OUTER DRIVE

I-675 & RAMP KOEHLER DRAIN 2 = 13'

C02-73101 Main 119 NOT APPL OTHER 19714 - 200' SOUTH OF MC CARTY RD

I-675 MC CARRY BR UNIVERSAL DR 1 = 13'


14' -0'' L 19718.86'

Appr 201IN SAGINAW@21ST ST WALKOVER I-675 12 = 445'

5 - 63' L 54.5' R 9'' RP02-73101 Main 302 MONO CONC 16' - PEDESTRIAN

15' -2'' L 19718.86'

IN SAGINAWELEVENTH ST WALKOV I-675 2 = 184'

R02-73101-1 Main 332 EPOXY OVLY HS20+Mod 197142.98'2 -.2 MI N OF SAGINAW

I-675 NB CSX RR 3 = 196'

- 265 -

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R02-73101-2 Main 332 MONO CONC HS20+Mod 197142.98'2 -0.2 MI N OF SAGINAW

I-675 SB CSX RR 3 = 200'


14' - 197132.15'2 -

@ I-75JANES RD I-675 RAMP 3 = 110'


16' -11'' L 197142.98'2 -

@I-75I-675 WB I-75 4 = 270'


14' -7'' L 197136.42'2 -

.1 MI W OF I-75OUTER DR I-675 5 = 283'

6 - 62.7' L 62.7' R 7'' RS04-73101-1 Main 482 MONO CONC 14' - H20

14' -7'' L 197148.23'3 -

IN SAGINAWVETREANS MEM PKWY I-675 2 = 204'

6 - 62.7' L 62.7' R 1'' RS04-73101-2 Main 482 MONO CONC 15' - H20

15' -1'' L 197148.23'3 -

IN SAGINAWVETREANS MEM PKWY I-675 2 = 204'


16' -6'' L 197148.23'2 -

IN SAGINAW14TH ST I-675 2 = 182'


14' -4'' L 197142.98'2 -

IN SAGINAWI-675 NB 6TH ST 3 = 131'


14' - 197142.98'2 -

IN SAGINAWI-675 SB 6TH ST 3 = 131'


17' - 197142.98'2 -

IN SAGINAWI-675 NB 5TH ST 3 = 136'


17' - 197142.98'2 -

IN SAGINAWI-675 SB 5TH ST 3 = 136'


19' -4'' L 197159.38'3 -

IN SAGINAWI-675 NB 2ND ST & WEADOCK AVE 5 = 296'


19' -4'' L 197161.35'3 -

IN SAGINAWI-675 SB 2ND ST & WEADOCK AVE 5 = 308'


14' - 197187.6'4 -

IN SAGINAWI-675 WARREN AVE 3 = 116'


15' - 197142.98'2 -

IN SAGINAWI-675 NB MICHIGAN AVE 3 = 197'


15' - 197142.98'2 -

IN SAGINAWI-675 SB MICHIGAN AVE 3 = 197'

- 266 -

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15' - 197150.2'3 -

IN SAGINAW, AT N CTY LMTSI-675 NB WEISS ST 3 = 133'


15' - 197150.2'3 -

IN SAGINAW, AT N CTY LMTSI-675 SB WEISS ST 3 = 133'

2 - 42' R 3'' RS13-73101-1 Main 332 EPOXY OVLY HS20+Mod

21' - 197150.2'3 -

.1 MI N OF SAGINAWI-675 NB SCHAEFER ST 3 = 150'


21' - 197142.98'2 -

.1 MI N OF SAGINAW,I-675 SB SCHAEFER ST 3 = 151'


14' - 197142.98'2 -

.6 MI N OF SAGINAW,I-675 NB SHATTUCK RD 3 = 152'


15' - 197142.98'2 -

.6 MI N OF SAGINAW,I-675 SB SHATTUCK RD 3 = 152'


14' -5'' L 197198.43'7 -

2.6 MI N OF SAGINAWTITTABAWASSEE RD I-675 2 = 240'


14' -0'' L 197142.32'2 -

1.0 MI S OF I-75 MICHIGAN RD I-675 4 = 314'


14' - 197142.98'2 -

.5 MI S OF I-75I-675 SB KOCHVILLE RD 3 = 306'


16' -7'' L 197142.98'2 -

@ N JCT I-75I-675 NB OVER I-75 I-75 4 = 352'


14' -5'' L 197142.32'2 -

1.6 MI N OF SAGINAWMCCARTY RD I-675 2 = 240'


16' -0'' L 197150.2'2 -

.5 MI S OF I-75I-675 NB KOCHVILLE RD 3 = 306'


15' -6'' L 197126.9'1 -

@ I-75I-675 RAMP TO I-75 I-675 & I-75 6 = 379'


16' -2'' L 197126.9'1 -

@ N JCT I-75, OVER I-75I-675 SB RAMP/I-75 I-75 4 = 377'

6 - 78.7' L 64' R 11'' RX01-73101 Main 352 OTHER 14' - RAILROAD

14' -8'' L 1971118.77'

IN SAGINAWCSX RR I-675 2 = 178'

C01-73111 Main 119 NOT APPL OTHER 19614 - 0.8 MI SOUTH OF M-13

I-75 KOLLER DRAIN 2 = 19'

- 267 -

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0.3 MI S OF M- 46I-75 CSX RR 3 = 140'


0.5 MI S OF M-81I-75,US-10 CSX RR 3 = 137'


1.0 MI S OF M-13I-75,US-10 CSX RR 3 = 135'


16' -1'' L 196133.14'2 -

3.6 MI SE OF M-46BAKER RD I-75 4 = 197'


16' -5'' L 196133.14'2 -

2.6 MI SE OF M-46KING RD I-75 4 = 206'


17' -1'' L 196133.14'2 -

0.8 MI S OF M-46HESS RD I-75 4 = 194'


16' -1'' L 196197.44'6 -

@ M-46M-46 I-75 4 = 214'


15' -9'' L 196133.14'2 -

1.0 MI N OF M-46 & I-75 BJANES RD I-75 4 = 216'


16' - /19710'' L 196133.14'2 -

1.0 MI S OF M-81WADSWORTH RD I-75 5 = 235'


16' -1'' L 196149.21'2 -

@ M-81M-81,WASHINGTON ST I-75 4 = 195'


14' -0'' L 195221'

.6 MI N OF M-46 & I 75 BLCM RR I-75 2 = 117'


1.0 MI S OF BAY CO LINEI-75 NB KOCHVILLE DRAIN 1 = 52'


1.0 MI S OF BAY CO LINEI-75 SB KOCHVILLE DRAIN 1 = 52'


72' - 198074.48'4 -

AT ZILWAUKEEI-75 NB SAGINAW R.GTW RR & M13 25 = 8061'


72' - 198474.48'4 -

AT ZILWAUKEEI-75 SB SAGINAW R.GTW RR & M-13 26 = 8085'

B03-73112-8 Main 606 LATEX CONC HS25 198429.2'1 -AT ZILWAUKEE

I-75 SB RAMP LAND FOR RAISED RAMP 4 = 648'

- 268 -

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YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C01-73112 Main 119 NOT APPL OTHER 19616 - KOCHVILLE ROAD OVERPASS

I-75 SAGINAW-ZILWAUKEE DITCH 1 = 14'


16' -3'' L 198045.6'2 -

1.7 MI NW OF M-13KOCHVILLE RD I-75 2 = 250'


16' -4'' L 196033.14'2 -

.9 MI SE OF BAY CO LINECRANE RD I-75 4 = 212'

C01-73121 Main 119 NOT APPL OTHER 19382 - 0.4 MI EAST OF I75


C02-73121 Main 119 NOT APPL OTHER 193850.85'2 - 0.5 MI EAST OF I-75


C03-73121 Main 119 NOT APPL OTHER 193862.01'2 - 0.9 MI EAST OF I-75



6.0 MI N OF GENESEE CO LIM-83 DEAD CR 1 = 50'


IN FRANKENMUTHM-83 CASS R 4 = 280'


0.1 MI S OF M-15M-83 CHEBOYGANING CR 1 = 65'

C01-73131 Main 101 NOT APPL OTHER 19382 - 2.7 MI N GENESEE CO. LINE

M-83 BIRCH RUN 1 = 16'

C02-73131 Main 101 NOT APPL OTHER 19382 - 3.6 MI N GENESEE CO. LINE

M-83 MOON DRAIN 1 = 16'

C03-73131 Main 101 NOT APPL OTHER 19382 - 0.3 MI S OF GERA RR CROSS

M-83 JORDAN DRAIN 1 = 14'


4.1 MI NW OF GENESEE CO LI-75 NB BIRCH RUN CR 1 = 45'


4.1 MI NW OF GENESEE CO LI-75 SB BIRCH RUN CR 1 = 45'


10.0 MI NW OF GENESEE COI-75 NB CASS R 4 = 280'


10.0 MI NW OF GENESEE COI-75 SB CASS R 4 = 280'

- 269 -

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C01-73171 Main 119 NOT APPL OTHER 19616 -0.1 MI NORTH OF M-83

I-75 SILVER CREEK 1 = 12'

C02-73171 Main 119 NOT APPL OTHER/1977 19616 -

0.1 MI S OF RIVERVIEW DR.I-75 NO NAME 2 = 16'


.5 MI N OF GENESEE CO LINI-75 NB CSX RR 3 = 231'


.5 MI N OF GENESEE CO LINI-75 SB CSX RR 3 = 231'


14' -10'' L 195833.14'2 -

1.0 MI N OF GENESEE CO LIE BURT RD I-75 4 = 202'


15' -8'' L 195879.72'5 -

@ M-54 & M-83(BIRCH RUN RM-54 & M-83 I-75 4 = 300'


16' -1'' L 196134.78'2 -

3.5 MI NW OF GENESEE CO LMAPLE RD I-75 4 = 343'


15' -9'' L 196027.23'2 -

5.8 MI NW OF GENESEE CO LBUSCH RD I-75 4 = 299'


16' -11'' L 196135.76'2 -

7.0 MI NW OF GENESEE CO LE TOWNLINE RD I-75 4 = 266'


16' -3'' L 196130.84'2 -

8.3 MI NW OF GENESEE CO LE CURTIS RD I-75 4 = 256'


17' -1'' L 196132.81'2 -

9.7 MI NW OF GENESEE CO LRIVERVIEW DR I-75 4 = 220'


14' - /1974 196169.55'4 -

10.5 MI NW OF GENESEE COI-75 NB GENESEE AVE 3 = 203'


14' - /1974 196161.68'3 -

10.5 MI NW OF GENESEE COI-75 SB GENESEE AVE 3 = 203'

Sanilac**************B01-74012 Main 302 BITUMINOUS H15

/1968 192643.96'2 -

5.8 MI N OF M-46M-53 WHITE CREEK 1 = 35'


M-53 S BR CASS R 3 = 135'

- 270 -

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WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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***********************************************************************************************************************************************************************************************************************************************************



5.8 MI S OF HURON CO LINEM-53 GREENMAN CREEK 1 = 23'

B04-74012 Main 505 MONO CONC HS25 198543.64'2 -2.5 MI S OF HURON COL

M-53 N BR CASS RIVER 1 = 75'

C01-74012 Main 119 NOT APPL OTHER 19392 -1.3 MI NORTH OF HEMANS

M-53 SCHOOLHOUSE DRAIN 1 = 10'

C02-74012 Main 119 NOT APPL OTHER 19392 -3.4 MI NORTH OF HEMANS

M-53 WENTWORTH-HOLCOMB DRAIN 1 = 16'


0.7 MI E OF M-19M-90 SPRING CREEK 1 = 24'


M-90 POTTS DRAIN 1 = 30'


6.8 MI E OF M-19M-90 W BR MILLS CR 1 = 23'


7.5 MI E OF M-19M-90 E BR MILLS CR 1 = 23'

B05-74022 Main 101 BITUMINOUS H15 194040.35'2 -5.0 MI W OF US-25

M-90 MILLS CR 1 = 24'

B06-74022 Main 302 BITUMINOUS HS20 194846.26'2 - 4.7 MI W US-25 IN CROSWEL

M-90 BLACK R 3 = 199'

C01-74022 Main 119 NOT APPL OTHER 19392 -2.2 MI WEST OF LEXINGTON

M-90 MILLS CREEK 1 = 10'

C01-74023 Main 119 NOT APPL OTHER 19392 -0.6 MI EAST OF BROWN CITY

M-90 LAPEER-SANILAC DRAIN 1 = 16'

C02-74023 Main 119 NOT APPL OTHER 19392 -MI EAST OF BROWN CITY

M-90 WITMER EXT. #21 1 = 14'


M-90 ELK CREEK 1 = 18'


M-90 MAPLE VALLEY SPEAKER DR. 1 = 14'



- 271 -

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M-19 BR OF ELK CREEK 1 = 27'

C01-74031 Main 119 NOT APPL OTHER 19302 -3.4 MI N ST CLAIR CO.LINE

M-19 BR. OF MULANEY CREEK 1 = 10'

C02-74031 Main 119 NOT APPL OTHER 19302 -5.1 MI SOUTH OF SANDUSKY

M-19 HALE CREEK 1 = 19'

C03-74031 Main 119 NOT APPL OTHER 193035.1'2 -3.6 MI SOUTH OF SANDUSKY

M-19 BEALS CREEK 1 = 16'


M-19 BR CASS R 1 = 25'


M-19 MI BR CASS R 1 = 35'


M-19 BR CASS R 1 = 35'

B04-74032 Main 505 MONO CONC HS20 195743.31'2 -2.2 MI S OF HURON CO LINE

M-19 S FORK CASS R 1 = 40'

C01-74032 Main 119 NOT APPL OTHER 193935.1'2 -1.2 MI NORTH OF ARGYLE

M-19 INGALLS BRANCHES 1 = 16'

C02-74032 Main 119 NOT APPL OTHER 193950.85'2 -3.6 MI NORTH OF ARGYLE

M-19 EVERGREEN & AUSTIN DRAIN 1 = 12'


2.2 MI E OF TUSCOLA COLM-46 N BRANCH WHITE CREEK 1 = 27'

B02-74061 Main 302 INTEG CONC H15 193036.75'2 -2.0 MI W OF M19

M-46 S BR CASS RIVER 2 = 80'

B01-74062 Main 332 BITUMINOUS HS20 194743.31'2 -5.6 MI E OF M-19

M-46 BLACK R 1 = 75'

C01-74062 Main 119 NOT APPL OTHER 194792.19'2 -3.2 MI WEST OF SANDUSKY

M-46 MID. BR. OF CASS RIVER 1 = 12'

C02-74062 Main 119 NOT APPL OTHER 194759.06'2 -1.2 MI WEST OF SANDUSKY

M-46 BR. OF DWIGHT CREEK 1 = 12'

B01-74071 Main 104 INTEG CONC H15 193038.39'2 -3.5 MI S OF M-90

M-25 MILL CR 1 = 31'

- 272 -

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C01-74071 Main 119 NOT APPL OTHER 193059.06'2 -5.3 MI SOUTH OF LEXINGTON

M-25 HOLLISTE CREEK 1 = 10'

C02-74071 Main 119 NOT APPL OTHER 193059.06'2 -4.8 MI SOUTH OF LEXINGTON

M-25 NO NAME 1 = 10'

C01-74072 Main 119 NOT APPL OTHER 1964192.91'2 -6.3 MI S OF PORT SANILAC

M-25 NO NAME 2 = 14'


2.5 MI S OF PORT SANILACM-25 MC KENSIE CREEK 1 = 10'

C03-74072 Main 119 NOT APPL OTHER 19382 -1.6 MI S OF PORT SANILAC

M-25 TWIN HILL CREEK 1 = 10'

C04-74072 Main 119 NOT APPL OTHER/1964 1938104'2 -

8.3 MI S OF PORT SANILACM-25 NO NAME 1 = 10'


M-25 CARMODY CR 2 = 25'


M-25 SHERMAN CR 1 = 31'


M-25 FORESTER CR 1 = 35'


6.3 MI N OF M46M-25 CHERRY CREEK 1 = 34'

B05-74073 Main 505 MONO CONC H15/1992 193446.92'2 -

7.6 MI N OF M46M-25 BIG CREEK 1 = 45'

B06-74073 Main 219 MONO CONC H15 1948108.92'2 -10.3 MI N OF M-46

M-25 (NO NAME)CR 2 = 23'


M-25 INDIAN CR 3 = 135'

C01-74073 Main 319 NOT APPL HS15 190099.74'2 -0.4 MI N OF PORT SANILAC

M-25 LIENS CREEK 1 = 18'


M-25 CRAWFORD CREEK 1 = 10'


M-25 NO NAME 1 = 10'

- 273 -

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VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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***********************************************************************************************************************************************************************************************************************************************************


C04-74073 Main 119 NOT APPL HS20 194062.34'2 -1.4 MI S OF FORESTER

M-25 NO NAME 1 = 10'

C05-74073 Main 119 NOT APPL HS20 194057.74'2 -NORTH LIMITS OF FORESTER

M-25 BRIDGEHAMPTON RIVER 1 = 10'

C06-74073 Main 119 NOT APPL HS20 194058.4'2 -0.7 MI NORTH OF FORESTER

M-25 NO NAME 2 = 16'


M-25 NO NAME 1 = 10'


M-25 NO NAME 1 = 14'

C09-74073 Main 119 NOT APPL HS20/1956 1940147.64'2 -

1.5 MI S OF RICHMONDVILLEM-25 NO NAME 2 = 16'

C10-74073 Main 119 NOT APPL HS20 1940142.06'2 -0.8 MI S OF RICHMONDVILLE

M-25 NO NAME 1 = 10'

C11-74073 Main 119 NOT APPL HS20/1948 19402 -

0.5 MI S OF RICHMONDVILLEM-25 NO NAME 1 = 12'

C12-74073 Main 119 NOT APPL HS20 1934145.67'2 -1.3 MI N OF RICHMONDVILLE

M-25 NO NAME 2 = 16'

C13-74073 Main 119 NOT APPL HS20 19342 -2.1 MI N OF RICHMONDVILLE

M-25 BIG FULLY CREEK 2 = 16'

C14-74073 Main 119 NOT APPL HS20 19342 -3.4 MI S OF FORESTVILLE


C15-74073 Main 119 NOT APPL HS20 19342 -2.3 M S OF FORESTVILLE

M-25 MARTELL 2 = 16'

C16-74073 Main 119 NOT APPL HS20 1934118.11'2 -1.3 MI S. OF FORESTVILLE

M-25 BENHKE CREEK 2 = 20'

C17-74073 Main 119 NOT APPL HS20 1934117.45'2 -0.5 MI S. OF FORESTVILLE

M-25 NO NAME 2 = 12'

C18-74073 Main 119 NOT APPL HS20 1934150.92'2 -IN FORESTVILLE

M-25 MILL CREEK 2 = 18'

C19-74073 Main 119 NOT APPL HS20 1934145.67'2 -0.4 MI N. OF FORESTVILLE

M-25 NO NAME 2 = 12'

- 274 -

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VERTCLEAR

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YR BUILT/ RECON

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***********************************************************************************************************************************************************************************************************************************************************


C20-74073 Main 119 NOT APPL HS20 1934139.11'2 -1.5 MI N. OF FORESTVILLE

M-25 WANKE CREEK 2 = 16'

C21-74073 Main 119 NOT APPL HS20 1934151.25'2 -.25 MI S OF HURON CO LINE

M-25 COUNTYLINE CREEK 2 = 16'

C01-74081 Main 119 NOT APPL OTHER 190076.77'2 -AT TUSCOLA COUNTY LINE

M-81 WAIT DRAIN 1 = 10'

Schoolcraft**************C01-75011 Main 319 NOT APPL OTHER 19472 -

2.4MI N OF THOMPSON M-149 DUFOUR CR 1 = 16'

B01-75021 Main 482 INTEG CONC HS25 198357.41'4 -IN MANISTIQUE

US-2 MANISTIQUE RIVER 5 = 680'

B01-75022 Main 201 BITUMINOUS H15 191865.94'4 -Appr 204IN MANISTIQUE

M-94 MANISTIQUE RIVER 8 = 296'


W LIMITS OF GULLIVER US-2 GENTS CR 1 = 10'

R01-75022 Main 332 LATEX CONC HS25 197951.84'2 -3.1 MI E OF MANISTIQUE

US-2 WCL RR 3 = 165'

B01-75031 Main 332 MONO CONC HS20 195433.14'2 -1.5 MI N OF US-2

M-94 INDIAN R 3 = 175'

C01-75031 Main 119 NOT APPL HS15 19572 -7.5MI N OF MANISTIQUE

M-94 STURGEON HOLE CREEK 1 = 20'

B01-75032 Main 101 MONO CONC HS20 196035.76'2 -16.0 MI SE OF ALGER CO LI

M-94 BIG DITCH CR 1 = 25'

B02-75032 Main 101 BITUMINOUS HS20 195935.76'2 -7.1 MI SE OF ALGER CO LIN

M-94 S BR STUTTS CR 1 = 25'


M-94 M BR STUTTS CR 1 = 25'


M-94 N BR STUTTS CR 1 = 30'

C01-75032 Main 119 NOT APPL OTHER 19002 -16.7MI SE OF ALGER COL

M-94 SMITH'S CR 2 = 17'

- 275 -

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VERTCLEAR

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***********************************************************************************************************************************************************************************************************************************************************


B01-75051 Main 302 BITUMINOUS HS20 195433.14'2 -9.1 MI N OF US-2

M-77 MANISTIQUE R 3 = 180'


12.8 MI N OF US-2 M-77 HOLLAND CR 1 = 40'

C01-75051 Main 119 NOT APPL OTHER 190059.71'2 -0.5MI N OF BLANEY

M-77 LAKE ANN LOUISE 1 = 16'

C02-75051 Main 119 NOT APPL OTHER 190089.24'2 -5.0MI S OF GERMFASK

M-77 MEAD CR 1 = 18'


M-77 E BR FOX R 1 = 60'

B01-75061 Main 302 BITUMINOUS HS20 195443.31'2 -.1 MI E OF ALGER CO LINE

M-28 COMMENCEMENT CR 1 = 35'

B02-75061 Main 302 BITUMINOUS HS20 195243.31'2 -4.3 MI E OF ALGER CO LINE

M-28 CREIGHTON CR 1 = 55'

B03-75061 Main 104 BITUMINOUS HS20 195343.31'2 -9.0 MI E OF ALGER CO LINE

M-28 WALSH CR 1 = 35'

B04-75061 Main 332 BITUMINOUS HS20 195343.31'2 -11.3 MI E OF ALGER CO LIN

M-28 DRIGGS R 1 = 55'

B05-75061 Main 104 BITUMINOUS HS20 195343.64'2 -9.2 MI W OF LUCE CO LINE

M-28 HOLLAND CR 1 = 40'

B06-75061 Main 104 BITUMINOUS HS20 195343.31'2 -6.2 MI W OF LUCE CO LINE

M-28 CLARKS DITCH 1 = 35'

B07-75061 Main 302 MONO CONC HS20 195343.31'2 -4.3 MI W OF LUCE CO LINE

M-28 M-77 FOX R 2 = 80'

C01-75061 Main 119 NOT APPL OTHER 195446.92'2 -0.8MI E OF ALGER COL

M-28 PINE CREEK 1 = 16'

C02-75061 Main 119 NOT APPL OTHER 195153.48'2 -3.6MI E OF ALGER COL

M-28 MARSH CREEK 1 = 10'

C03-75061 Main 119 NOT APPL OTHER 195147.9'2 -2.9MI W OF WALSH CREEK

M-28 MARSH CR 1 = 16'

C04-75061 Main 119 NOT APPL OTHER 195140.03'2 -2.3MI W OF WALSH CREEK

M-28 DUCEY CREEK 1 = 18'

- 276 -

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VERTCLEAR

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YR BUILT/ RECON

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***********************************************************************************************************************************************************************************************************************************************************


C05-75061 Main 119 NOT APPL OTHER 195157.41'2 -1.0MI E OF WALSH CREEK

M-28 BR MARSH CR 1 = 12'

Shiawassee**************B01-76011 Main 506 INTEG CONC HS25 200042.65'2 -

2.9 MI N OF M-78M-52 LOOKING GLASS RV 1 = 77'

B03-76011 Main 332 MONO CONC HS20 196950.2'2 -4.0 MI SW OF M-21

M-52 MAPLE R 3 = 134'

C01-76011 Main 101 NOT APPL OTHER 192838.71'2 -0.7 MI N OF INGHAM CO. LN

M-52 BR. OF VERMILLION CREEK 1 = 16'

C02-76011 Main 101 NOT APPL OTHER 192838.71'2 -1.0 MI N OF INGHAM CO. LN

M-52 BR. OF VERMILLION CREEK 1 = 16'


IN OWOSSO M-52 SHIAWASSEE R 3 = 150'

B02-76012 Main 532 MONO CONC HS25 199946.59'2 -2.7 MI S OF SAGINAW COL


B01-76021-3 Main 302 BITUMINOUS H15 193161.35'2 -1.3 MI NE OF CLINTON CO L

OLD M-78 EB S BR LOOKING GLASS R 1 = 40'

B01-76021-4 Main 104 LATEX CONC HS20 195746.92'2 -1.3 MI NE OF CLINTON CO L

OLD M-78 WB S BR LOOKING GLASS R 1 = 42'

C01-76021 Main 119 NOT APPL OTHER 1957120.08'4 -0.2 MI E OF CLINTON CO LN

I-69 BR. OF VERMILLION CREEK 1 = 10'

B01-76023-3 Main 532 LATEX CONC HS25 196146.92'2 -5.0 MI NE OF M-52

I-69 EB LOOKING GLASS R 1 = 40'


I-69 WB LOOKIN GLASS R 1 = 40'


3.6 MI SW OF M-71 I-69 EB SHIAWASSEE R 3 = 180'


3.6 MI SW OF M-71 I-69 WB SHIAWASSEE R 3 = 180'


I-69 EB HOLLY DRAIN 1 = 60'

- 277 -

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STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



I-69 WB HOLLY DRAIN 1 = 60'

B04-76023-3 Main 332 LATEX CONC HS25 196146.92'2 -2.7 MI SW OF GENESEE CO L

I-69 EB WEBB DRAIN 1 = 64'

B04-76023-4 Main 332 LATEX CONC HS25 196146.92'2 -2.7 MI SW OF GENESEE CO L

I-69 WB WEBB DRAIN 1 = 64'

C01-76023 Main 101 NOT APPL OTHER 1961169.95'4 -2.1 MI SW GRAND RIVER RD.

I-69 BOULES & OBERT DRAIN 1 = 10'

C02-76023 Main 119 NOT APPL OTHER 196116.08'4 -1.0 MI SW OF M-71

I-69 PRATT DRAIN 2 = 14'


.6 MI SW OF M-71 I-69 EB CN RR & GARRISON RD 6 = 301'

2 - 38.7' R 2'' RR01-76023-4 Main 332 MONO CONC HS20

24' - /1998 196149.21'2 -

.6 MI SW OF M-71 I-69 WB CN RR & GARRISON RD 6 = 301'

R02-76023-3 Main 332 MONO CONC HS20 196147.24'2 -1.2 MI SW OF GENESEE CO L

I-69 EB GTW RR 3 = 178'

R02-76023-4 Main 332 MONO CONC HS20 196147.24'2 -1.2 MI SW OF GENESEE CO L

I-69 WB GTW RR 3 = 178'


14' - 196633.14'2 -

2.3 MI NE OF M-52 MORRICE RD I-69 4 = 257'


14' - 196631.17'2 -

5.8 MI NE OF M-52 STATE RD I-69 4 = 278'


14' - 196132.81'2 -

7.8 MI NE OF M-52 GRAND RIVER RD I-69 4 = 358'


14' - 196631.17'2 -

3.9 MI SW OF M-71 BANCROFT RD I-69 4 = 232'


14' - 196132.81'2 -

2.9 MI SW OF M-71 NEWBURG RD I-69 4 = 269'

4 - 68.2' L 68.2' R 3'' RS06-76023 Main 332 INTEG CONC H15

15' - 196633.14'2 -

1.5 MI SW OF M-71 VERNON RD I-69 4 = 232'


14' - 196136.75'2 -

@ M-71 M-71 I-69 4 = 236'

- 278 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 196133.14'2 -

.8 MI NE OF M-71 DURAND RD I-69 5 = 357'


14' - 196133.14'2 -

2.7 MI SW OF GENESEE CO LGOODALL RD I-69 4 = 252'

B01-76024 Main 532 MONO CONC HS25 198947.24'2 -1.5 MI E CLINTON CO LINE

I-69 EB S BRANCH LOOKING GLASS R 1 = 70'

B02-76024 Main 532 MONO CONC HS20 198946.92'2 -1.5 MI E CLINTON CO LINE

I-69 WB S BRANCH LOOKING GLASS R 1 = 70'


16' -4'' L 198946.92'2 -

0.6 M E OF CLINTON CO. WOODBURY RD I-69 4 = 369'


16' -3'' L 198946.92'2 -

0.5 MI N OF SHAFTSBURG I-69 EB SHAFTSBURG RD 1 = 99'


14' - 198846.92'2 -

2.5 MI WEST OF PERRY I-69 EB BATH RD 3 = 170'


14' - 198846.92'2 -

2.5 MILES W OF PERRY I-69 WB BATH RD 3 = 170'


16' -3'' L 198846.92'2 -

0.5 M WEST OF PERRY BRITTON RD I-69 4 = 425'


16' -3'' L 198859.06'3 -

0.5 MI N OF PERRY M-52 I-69 2 = 276'


14' - 198946.92'2 -

1.5 MI W OF SHAFTSBURG I-69 EB COLBY LAKE RD 1 = 101'


14' - 198946.92'2 -

1.5 MI W OF SHAFTSBURG I-69 WB COLBY LAKE RD 1 = 98'


14' - 198946.92'2 -

0.5 MI.N. OF SHAFTSBURG I-69 WB SHAFTSBURG RD 1 = 96'

B01-76041 Main 382 INTEG CONC HS20 198382.35'4 -IN OWOSSO

M-71 SHIAWASSEE RIVER 2 = 120'


2.3 MI NW OF M-78 M-71 SHIAWASSEE R 2 = 111'

B03-76041 Main 332 MONO CONC HS20 196144.95'2 -.3 MI NW OF M-78

M-71 HOLLY DRAIN 1 = 60'

- 279 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C01-76041 Main 319 NOT APPL OTHER 198337.4'2 -0.7 MI W OF LT IN CORUNNA

M-71 DURHAM CREEK 1 = 13'

B01-76061 Main 119 BITUMINOUS H15 199851.84'2 -1.4 MI E OF CLINTON CO LI

M-21 LEWIS DRAIN 1 = 20'

C01-76061 Main 319 NOT APPL HS20+Mod 19625 -@ WEST SIDE OF M-52

M-21 UNKNOWN CR-OW0SSO DR. 1 = 12'

B01-76062 Main 332 MONO CONC HS20 197087.93'4 -IN OWOSSO



.6 MI W OF GENESEE CO LM-21 THOMPSON DRAIN 1 = 26'

C01-76062 Main 101 NOT APPL OTHER 192951.18'2 -3.0 MI E M-21 & M-52 JCT.

M-21 SIX MILE CREEK 1 = 12'

C02-76062 Main 119 NOT APPL HS25 199850.85'2 -4.3 MI E M-21 & M-52 JCT.

M-21 HATHAN CREEK 1 = 10'

C03-76062 Main 101 NOT APPL OTHER 192986.94'2 -2.8 MI W OF GENESEE CO LN

M-21 RUSH CREEK 1 = 15'

C04-76062 Main 104 NOT APPL OTHER 192955.77'2 -1.6 MI W OF GENESEE CO LN

M-21 LIMBARD COUNTY DRAIN 1 = 15'

St. Clair**************B01-77011 Main 352 INTEG CONC H15 193254.13'4 -

.3 MI N OF MACOMB CO LINEM-19 BELLE R 1 = 70'


M-19 COWHEY CR 1 = 23'

C01-77011 Main 119 NOT APPL OTHER 190034.12'2 -3.0 MI S OF S LMTS EMMETT

M-19 APPLY DR 1 = 11'

C02-77011 Main 119 NOT APPL OTHER 190035.76'2 -2.0 MI S OF S LMTS EMMETT

M-19 NO NAME 1 = 10'

B01-77012 Main 532 MONO CONC HS20 198751.18'2 -.5 MI N OF M-21

M-19 EMMETT DRAIN 1 = 27'


M-19 SULLIVAN DR 1 = 42'

- 280 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



M-19 PINE R 1 = 25'


.1 MI S OF M-136M-19 MILL CR 1 = 75'

C01-77012 Main 119 NOT APPL OTHER 19002 -0.9 MI N OF N LTS EMMETT

M-19 HYDE DRAIN 1 = 12'

C02-77012 Main 119 NOT APPL OTHER 19002 -1.9 M S INT M136 & M19

M-19 GLEASON DR 1 = 12'

C03-77012 Main 119 NOT APPL OTHER 19002 -1.2 MI S INT M-136&M-19

M-19 WHITE DRAIN 1 = 18'

C04-77012 Main 119 NOT APPL OTHER 19002 -0.7 MI S INT M-136 & M-19

M-19 NO NAME 1 = 10'

C01-77021 Main 119 NOT APPL OTHER 19002 -0.1 MI E OF LAPEER CO. LN

M-21 KRIESCH DRAIN 1 = 12'

C02-77021 Main 119 NOT APPL OTHER 19002 -0.6 M E OF CAPAC ROAD

M-21 RAILROAD BR NO 1 DR 1 = 14'

C03-77021 Main 119 NOT APPL OTHER 19002 -1.3 MI E OF CAPAC ROAD

M-21 RAILROAD BR. NO 2 DR. 1 = 12'

C04-77021 Main 119 NOT APPL OTHER 19002 -1.9 M E OF CAPAC ROAD

M-21 NO NAME 1 = 12'

C05-77021 Main 119 NOT APPL OTHER 19002 -2.0 MI E OF CAPAC RD

M-21 NO NAME 1 = 10'

C06-77021 Main 119 NOT APPL OTHER 19002 -1.6 MI E OF E LTS CAPAC

M-21 COX-DOTY DRAIN 1 = 14'

C07-77021 Main 119 NOT APPL OTHER 19002 -2.7 M E OF E LTS CAPAC

M-21 BEEHR DR 1 = 10'

C08-77021 Main 119 NOT APPL OTHER 19002 -2.2 MI NW INT M-19&M-21

M-21 SULLIVAN DRAIN 1 = 16'

C09-77021 Main 119 NOT APPL OTHER 19002 -1.8 MI NW OF INT M-19&M21

M-21 HYDE DRAIN 1 = 18'

C10-77021 Main 119 NOT APPL OTHER 19002 -0.6 M NW OF INT M19&M21

M-21 EMMET DRAIN 1 = 18'

- 281 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-77022 Main 104 BITUMINOUS HS20 195347.24'2 - 1.3 MI E OF M-19


B02-77022 Main 104 MONO CONC HS20 195347.24'2 - 1.5 MI E OF M-19



7.8 MI E OF M-19M-21 BR PINE R 3 = 135'

C01-77022 Main 119 NOT APPL OTHER 19002 -0.2 M NW OF E LTS EMMETT

M-21 BR. PINE RIVER 1 = 11'

C02-77022 Main 119 NOT APPL OTHER 19002 -5 MI E OF E LTS EMMETT

M-21 NEATON DRAIN 1 = 19'

C03-77022 Main 119 NOT APPL OTHER 19002 -5.1 MI E OF E LTS EMMETT

M-21 JOHNSON DRAIN 1 = 15'

C04-77022 Main 119 NOT APPL OTHER 19002 -7.9 MI E OF E LTS EMMETT

M-21 SCHEFFIER DRAIN 1 = 19'

B01-77023 Main 532 MONO CONC HS25 198045.6'2 -1.2 MI SE OF GOODELLS

I-69 EB. S BR PINE RIVER 3 = 204'


I-69 WB SOUTH BRANCH PINE RIVER 3 = 186'

B03-77023 Main 382 LATEX CONC HS25 198045.6'2 -2.6 MI SE OF GOODELLS

I-69 EB PINE RIVER 3 = 202'


I-69 WB PINE RIVER 3 = 205'

R01-77023 Main 332 MONO CONC HS20 196642.32'2 -1.5 MI W OF I-94

I-69 EB. CSX RR 3 = 244'


I-69 EB. GTW RR 3 = 153'

R03-77023 Main 332 MONO CONC HS20 196642.32'2 - 1.5 MI W OF I-94

I-69 WB. CSX RR 3 = 243'


I-69 WB. GTW RR 3 = 153'

R05-77023 Main 332 MONO CONC HS25 198045.6'2 -3 MI SE OF GOODELLS

I-69 EB G.T.W.RR 3 = 139'

- 282 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


R06-77023 Main 332 MONO CONC HS25 198045.6'2 -3 MI SE OF GOODELLS

I-69 WB G.T.W.RR 3 = 178'


14' - /199610'' L 196635.1'2 -

3.1 MI NW OF I-94WADHAMS RD I-69 4 = 206'


14' -7'' L 196635.43'2 -

2.1 MI NW OF I-94 ALLEN RD I-69 4 = 222'


14' -7'' L 196635.1'2 -

1.0 MI W OF I-94RANGE RD I-69 4 = 206'


13' - 196435.1'2 -

@ I-94, M-21EBMICHIGAN RD I-69 3 = 156'


14' -7'' L 196435.1'2 -

@ I-94, M-21WBMICHIGAN RD I-69WB 3 = 151'


16' -9'' L 198139.7'2 -

2.5 MI SE OF EMMETTSTAPLETON RD I-69 2 = 322'


18' -9'' L 198139.7'2 -

3.5 MI SE OF EMMETTFOX ROAD I-69 2 = 262'


17' -10'' L 198145.6'2 -

1.2 MI SW OF GOODELLSWALES CENTER RD I-69 2 = 272'


17' -5'' L 198045.6'2 -

0.7 MI SOUTH OF GOODELLSGOODELLS ROAD I-69 3 = 370'


20' -1'' L 198045.6'2 -

4 MI E OF GOODELLSBARTH ROAD I-69 3 = 347'

B05-77024 Main 532 MONO CONC HS25 198247.9'2 -2.7 MI E OF CAPAC

I-69 EB. COX-DOTY DRN 1 = 80'

B06-77024 Main 532 MONO CONC HS20 198247.9'2 -2.7 MI SE CAPAC

I-69 WB. COX-DOTY DRN 1 = 80'


16' -9'' L 197839.7'2 -

2.1 MI SW OF CAPACMARTIN ROAD I-69 2 = 271'


16' -6'' L 197945.6'2 -

2.5 MI S OF CAPACCAPAC ROAD I-69 2 = 270'


16' -5'' L 198239.7'2 -

5 MI SE OF CAPACMILLER RD I-69 2 = 269'

- 283 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' -5'' L 198245.6'2 -

6.0 MI SE CAPACBURT RD I-69 2 = 477'


17' -8'' L 198245.6'2 -

7.0 MI SE OF CAPACRILEY CENTER RD I-69 2 = 333'


16' -6'' L 198239.7'2 -

4 MI W OF EMMETTEGLING RD I-69 3 = 330'


16' -8'' L 198239.7'2 -

3 MI W OF EMMETTBRAIDWOOD ROAD I-69 3 = 342'


17' -6'' L 198239.7'2 -

2 MI W OF EMMETTREEVES RD I-69 2 = 269'


17' -11'' L 198151.84'4 -

1 MI S OF EMMETTM-19 (KINNEY ROAD) I-69 2 = 264'

B01-77032 Main 316 OTHER HS25 199166.6'4 -Appr 107IN PORT HURON (MILITARY A

I-94 BL BLACK R 3 = 147'

R01-77032 Main 303 BITUMINOUS HS20/1949 190663.98'4 -

IN PORT HURON (MILITARY AM-25 CSX & GTW RR:S 1 = 70'


M-25 DOE CREEK 1 = 35'

B05-77033 Main 302 MONO CONC HS20 194843.31'2 - .4 MI S OF SANILAC CO L

M-25 BURTCH CR 3 = 131'

B06-77033 Main 505 MONO CONC HS20 198647.24'2 -IN LAKEPORT

M-25 MILWAUKEE CR 3 = 24'

C01-77033 Main 119 NOT APPL OTHER 190039.7'2 -2.9 MI N OF INT M25&M136

M-25 THOMPSON CREEK


M-25 GALBRAITH DRAIN 1 = 16'

C03-77033 Main 119 NOT APPL OTHER 190069.88'2 -AT METCALF 4.6 MI N M-136

M-25 NO NAME 1 = 15'


M-25 DIXIE PARK PLAT DR 1 = 12'

2 - 83' R 10'' RP01-77033 Main 303 MONO CONC PEDESTRIAN

15' - 19709.19'

Appr 2014.2 MI S OF SANILAC COUNT@ LAKEPORT STATE P M-25 13 = 319'

- 284 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-77041 Main 505 MONO CONC HS25 199946.59'2 -9.8 MI SE OF M-19

M-136 BLACK R 2 = 216'

C01-77041 Main 119 NOT APPL OTHER 19002 -2.0 M E OF INT M-136&M-19

M-136 BR MILL CREEK 1 = 11'

B02-77051 Main 332 MONO CONC HS20 197354.13'4 -3.9 MI SE OF MACOMB CO L

M-29 SWAN CR 1 = 58'

B03-77051 Main 505 MONO CONC HS20 198641.01'2 -3 MI SE FAIR HAVEN

M-29 BEAVBIEN CREEK 1 = 49'


IN ALGONACM-29 COX:S CR 1 = 27'


IN ALGONACM-29 MARINE CITY DRAIN 1 = 35'

C01-77051 Main 119 NOT APPL HS15 19002 -1.7 MI SE OF FAIR HAVEN

M-29 PALM ROAD DRAIN 1 = 12'

C02-77051 Main 119 NOT APPL HS15 19242 -3.4 MI W OF SW LTS ALGONC

M-29 CANAL OUTLET C 1 = 20'


M-29 PEARL BEACH DRAIN 1 = 15'


M-29 DANA DRAIN 1 = 14'

B01-77052 Main 432 MONO CONC H20/1981 193840.35'2 -

IN MARINE CITY M-29 BELLE RV 3 = 94'

B02-77052 Main 316 OTHER HS20 197566.27'4 -Appr 332IN ST CLAIR

M-29 PINE RV 3 = 200'

C02-77052 Main 119 NOT APPL OTHER 190085.96'2 -2.5 MI S OF INT OF BL 94

M-29 CUTTLE DRAIN 1 = 10'

C01-77071 Main 319 NOT APPL OTHER 190049.87'2 -2.5 MI N OF SAN SOUCI

M-154 CANAL 1 =

C02-77071 Main 319 NOT APPL OTHER 190029.86'2 -1.3 MI NW OF SANS SOUCI

M-154 HARSINS ISLAND DRAIN 1 =

B01-77091 Main 532 LATEX CONC HS25 200072.18'5 - IN PORT HURON

M-136 BLACK R SPILLWAY 3 = 165'

- 285 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-77111-3 Main 332 LATEX CONC HS20+Mod 196442.65'2 -6.6 MI NE OF MACOMB CO L

I-94 EB BELLE R 3 = 183'

B01-77111-4 Main 332 LATEX CONC HS20 196442.65'2 -6.6 MI NE OF MACOMB CO LI

I-94 WB BELLE R 3 = 183'


I-94 EB PINE R 3 = 204'


I-94 WB PINE R 3 = 204'

B03-77111 Main 303 LATEX CONC HS20 195063.65'4 -Appr 302I-94

I-94 BLACK R 10 = 766'

16 - 43.3' R 8'' RB04-77111-3 Main 412 BITUMINOUS 14' - OTHER

20' -6'' L 199751.51'3 -

Appr 520AT PORT HURON I-94 EB ST CLAIR RIVER, CN RR 39 = 6111'

20 - 43' R 0'' RB04-77111-4 Main 310 BITUMINOUS OTHER

17' - /1999 193837.4'3 -

Appr 303AT PORT HURONI-94 WB ST CLAIR RIVER, CN NA RR 67 = 6178'

C01-77111 Main 119 NOT APPL HS20 1964199.8'4 -0.6 MI NE OF COUNTY LINE

I-94 MARSAC DRAIN 2 = 10'

C02-77111 Main 119 NOT APPL HS20 1964179.79'4 -2.6 MI NE OF COUNTY LINE

I-94 MELDRUM DRAIN 2 = 10'

C03-77111 Main 119 NOT APPL HS20 1964179.79'4 -SEC. 10 CASCO TWP.

I-94 CASCO DRAIN 2 = 10'

C04-77111 Main 319 NOT APPL HS20 1964263.78'4 -430 FT N OF LAPEER RD

I-94 STOCKS CREEK

C05-77111 Main 119 NOT APPL HS20 1964209.97'4 -1.1 MI. N. OF LAPEER RD

I-94 STOCKS CREEK DRAIN 2 = 28'

R01-77111-3 Main 332 LATEX CONC HS20+Mod 196542.65'2 - .6 MI W OF M-21

I-94 EB GTW RR 3 = 191'

R01-77111-4 Main 332 LATEX CONC HS20+Mod 196442.65'2 -.6 MI W OF M-21

I-94 WB GTW RR 3 = 191'


24' - 196536.42'2 -

.4 MI W OF M-21 (GRISWOLDI-94 EB CSX & GTW RRS 9 = 595'


24' - 196536.42'2 -

.4 MI W OF M-21 (GRISWOLDI-94 WB CSX & GTW RRS 9 = 572'

- 286 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' - 196431.17'2 -

1.6 MI NE OF MACOMB CO LMEISNER RD I-94 4 = 304'


16' - 196431.17'2 -

3.2 MI NE OF MACOMB CO LCHURCH RD I-94 4 = 304'


16' - 196431.17'2 -

4.3 MI NE OF MACOMB CO LMELDRUM RD I-94 4 = 304'


16' - 196435.1'2 -

5.9 MI NE OF MACOMB CO LST CLAIR HWY I-94 4 = 316'

4 - 68.6' L 60' R 3'' RS05-77111 Main 382 MONO CONC H20

16' - 196433.14'2 -

7.0 MI NE OF MACOMB CO LPALMS RD I-94 4 = 324'


16' - 196435.1'2 -

7.8 MI NE OF MACOMB CO LFRED MOORE HWY I-94 5 = 387'


16' - 196431.17'2 -

6.7 MI SW OF M-25ALLINGTON RD I-94 4 = 292'


16' - 196433.14'2 -

5.1 MI SW OF M-25RATTLE RUN RD I-94 4 = 221'


16' - 196433.14'2 -

4.0 MI SW OF M-25WADHAMS RD I-94 4 = 297'


14' - 196447.9'3 -

@ M-25 (GRATIOT AVE)I-94 EB M-25 4 = 196'


14' - 196447.9'3 -

@ M-25 (GRATIOT AVE)I-94 WB M-25 4 = 196'


16' - 196533.14'2 -

.8 MI NE OF M-25SMITH CREEK RD I-94 4 = 215'


16' - 196533.14'2 -

2.3 MI NI OF M-25RAVENSWOOD RD I-94 4 = 215'


16' - 196535.1'2 -

3.3 MI NE OF M-25RANGE RD I-94 4 = 259'


17' - 196636.42'2 -

@ I-69I-69 EB. I-94 4 = 322'


15' -1'' L 196435.1'2 -

@ I-69MICHIGAN RD I-94 4 = 220'

- 287 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



17' - 196635.1'2 -

@ I-69I-69 WB. I-94 4 = 306'


14' - 196442.65'2 -

.2 MI NE OF I-69I-94 EB LAPEER RD 4 = 149'


14' - 196442.65'2 -

.2 MI NE OF I-69I-94 WB LAPEER RD 4 = 149'


16' - 196424.28'1 -

.7 MI W OF PORT HURONS.B. I-94 RAMP TO I-94 4 = 363'


15' - 195336.42'2 -

.3 MI W OF PORT HURONWATER ST I-94 3 = 186'


14' - 196425.26'1 -

IN PORT HURON OVER M-25I-94 WB M-25 CONN 3 = 270'


15' - 196628.22'1 -

OVER I-69 EB RAMP D I94EBTO M21 I-69 EB 4 = 359'


14' - /2000 199278.41'4 -

PORT HURON @ PLAZAI-94/I-69 (WB) EB I-94/I-69 ON RAMP 1 = 103'


14' - 1993433.07'4 -

PORT HURON @ PLAZAI-94/I-69 (E & WB) PINE GROVE AVE.(M-25) 1 = 121'

B01-77132 Main 505 BITUMINOUS HS25 198190.88'5 -1.9 MI NW OF PORT HURON

M-25 HOWE DRAIN 1 = 25'

St. Joseph**************B01-78011 Main 532 MONO CONC HS25

/1998 193146.59'2 -

0.5 MI N OF INDIANA STATEM-103 WHITE PIGEON RIVER 2 = 100'

B01-78012 Main 302 LATEX CONC H20 194760.04'4 -IN CONSTANTINE

US-131 ST. JOSEPH RIVER 5 = 250'

C01-78013 Main 119 MONO CONC OTHER 1951153.87'2 - 1.0 MI S OF KALAMAZOO CO

US-131 SPRING RUN CREEK 2 = 16'

B01-78014-1 Main 302 LATEX CONC HS20 195147.57'2 -0.3 MI W OF THREE RIVERS

US-131 NB ROCKY RIVER 2 = 90'

B01-78014-2 Main 505 LATEX CONC HS20 195649.21'2 -0.3 MI W OF THREE RIVERS

US-131 SB ROCKY RIVER 2 = 90'

- 288 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B01-78021 Main 125 BITUMINOUS H15 192225.59'0.1 MI E OF CASS CO

PEDESTRIAN ST. JOSEPH RIVER 3 = 270'

B02-78021 Main 505 MONO CONC HS25 198937.4'2 -0.1 MI E OF CASS CO

US-12 (RELOC) ST. JOSEPH RIVER 3 = 270'


US-12 FAWN RIVER 1 = 110'

B01-78031 Main 505 MONO CONC HS25 199455.12'2 -2.4 MI N OF INDIANA STATE

US-131 WHITE PIGEON RIVER 2 = 112'

B01-78042 Main 332 MONO CONC HS20 196662.34'4 -IN THREE RIVERS

M-60 & US-131 BR ROCKY RIVER 1 = 46'

B02-78042 Main 104 BITUMINOUS H20 194277.43'4 -IN THREE RIVERS(195 W MI)

M-60 & US-131 BR ROCKY RIVER RACE 1 = 36'

B03-78042 Main 211 BITUMINOUS H15 192565.94'4 -IN THREE RIVERS (E MICH)

M-60 PORTAGE RIVER 2 = 56'

B04-78042 Main 104 BITUMINOUS H15 192970.54'2 -IN MENDON

M-60 WOODLAKE DRAIN 1 = 28'

B05-78042 Main 302 LATEX CONC H15 193146.26'2 -1.2 MI E OF JCT M-66

M-60 & M-66 NOTTAWA CREEK 2 = 70'

C01-78042 Main 119 BITUMINOUS OTHER 194235.76'2 - 0.2 MI E OF MENDON

M-60 CATTLE PASS 1 = 10'


0.4 MI S OF FINDLEY ROADM-66 PRAIRIE RIVER 1 = 60'

C01-78052 Main 119 BITUMINOUS OTHER 193041.99'2 - 1.4 MI S OF FINDLEY ROAD



M-66 ST. JOSEPH RIVER 5 = 350'

C01-78054 Main 319 BITUMINOUS OTHER 1965134.84'2 - 4.0 MI S OF M-60

M-66 COLON DRAIN #1 2 = 14'

R01-78054 Main 332 MONO CONC HS20 196536.42'2 -5.0 MI W OF COLON

M-66 NYC RR (ABN) 3 = 162'

B01-78061 Main 505 BITUMINOUS HS25 200060.37'2 -IN THREE RIVERS

M-86 (S MAIN ST) ST. JOSEPH RIVER 3 = 181'

- 289 -

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WEARINGSURFACE


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DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B02-78061 Main 505 MONO CONC HS25 199951.18'2 -5.4 MI SE OF M-60

M-86 PRAIRIE RIVER 1 = 89'


3.8 MI W OF M-66M-86 PRAIRIE RIVER 1 = 90'


14' - 195718.04'

1.5 MI SE OF M-60CONRAIL (ABN) M-86 1 = 75'

B01-78062 Main 302 BITUMINOUS H15 193242.32'2 -IN COLON

M-86 SWAN CREEK 3 = 99'

C01-78062 Main 119 BITUMINOUS OTHER 195138.71'2 - IN COLON

M-86 SWAN CREEK TAILRACE 1 = 19'

B01-78081 Main 505 MONO CONC H15 198925.59'2 -1.0 MI W OF US-131

M-216 FLOWERFIELD CREEK 1 = 27'

Tuscola**************B01-79011 Main 332 MONO CONC HS20 196843.64'2 -

1.0 MI E OF BAY CO LINEM-138 NO NAME DRAIN 1 = 40'

B02-79011 Main 332 MONO CONC HS20 196943.64'2 -2.2 MI W OF FAIRGROVE

M-138 NORTHWEST DRAIN 1 = 40'

B03-79011 Main 332 MONO CONC HS20 196943.64'2 -1.0 MI W OF FAIRGROVE


B04-79011 Main 332 MONO CONC HS20 196843.64'2 -W LTS OF AKRON

M-138 ALLEN DRAIN 1 = 40'


M-138 WISCOGGIN CR 1 = 34'

B06-79011 Main 505 BITUMINOUS HS20 198334.12'2 -16 MI S OF M-25

M-138 BACH CR 1 = 35'



C01-79011 Main 319 NOT APPL OTHER 1983118.11'2 -ON BAY-TUSCOLA CO. LINE

M-138 GIBSON DRAIN 1 = 17'

C03-79011 Main 319 NOT APPL OTHER 198378.74'2 -2.0 MI EAST OF AKRON

M-138 GILBERT BR. WISCOGGIN DR 1 = 12'

- 290 -

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WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C04-79011 Main 119 BITUMINOUS HS20 198433.79'2 -3.0 MI EAST OF AKRON

M-138 GILBERT BR. WISCOGGIN DR 1 = 19'

C05-79011 Main 119 NOT APPL OTHER 196831.5'2 -2.1 MI S. OF UNIONVILLE

M-138 KAVAN DRAIN 1 = 10'

B01-79031 Main 506 MONO CONC HS25 200045.28'2 -9.5 MI NW OF GENESEE CO L

M-15 GOODINGS CR 1 = 49'

C01-79031 Main 119 NOT APPL OTHER 19312 -0.3 MI N LIGHT IN MLLGTON

M-15 MILLINGTON CREEK 1 = 16'

B01-79032 Main 302 LATEX CONC H20 193858.4'4 -IN VASSAR

M-15 CASS R 3 = 165'

B02-79032 Main 104 BITUMINOUS H15 192944.29'2 -.6 MI SE OF SAGINAW CO LI

M-15 SHEBOYGAN DRAIN 1 = 27'

B03-79032 Main 104 BITUMINOUS H15 192948.23'2 -@ SAGINAW CO LINE

M-15 CHEBOYGANING CR 1 = 31'


5.5 MI W OF M-24M-46 CASS R 3 = 165'

B02-79041 Main 104 MONO CONC H15 193954.46'2 -5.1 MI W OF M-24

M-46 HOUGHTON CR 1 = 27'

C01-79041 Main 119 NOT APPL OTHER 193949.21'2 -0.1 MI E OF SAGINAW CO LN

M-46 RO SCH COUNTY DRAIN 1 = 10'

C02-79041 Main 119 NOT APPL OTHER 193960.37'2 -0.3 MI WEST OF RICHVILLE

M-46 CHEBOYGAN & BRANCHES DR. 1 = 17'

C03-79041 Main 119 NOT APPL OTHER 193949.21'2 -1.2 MI EAST OF RICHVILLE

M-46 TINGLON COUNTY DRAIN 1 = 10'


M-46 RICHVILLE COUNTY DRAIN 1 = 15'


M-46 RICHVILLE COUNTY DRAIN 1 = 14'


M-46 BR. RICHVILLE COUNTY DR. 1 = 14'


M-46 S. BR. HAINES DRAIN 1 = 10'

- 291 -

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STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



M-46 MOORE & MARTIN COUNTY DR 1 = 12'


M-46 O'BRIEN CREEK 1 = 12'

C10-79041 Main 119 MONO CONC H15 19941.3 W OF M-24

M-46 SCOTT DRAIN 1 = 12'

B01-79042 Main 104 MONO CONC H15/1988 193142.32'2 -

2.8 MI E OF M-24M-46 SUCKER CR 1 = 35'

B02-79042 Main 201 MONO CONC H20/1988 193147.9'2 -

6.9 MI E OF M-24M-46 SUCKER CR 3 = 70'

C01-79042 Main 119 NOT APPL HS20 193174.48'2 -0.1 MI W OF LT. KINGSTON

M-46 ALDER CREEK DRAIN 2 = 16'

C02-79042 Main 319 NOT APPL HS20 196699.74'2 -2.8 MI EAST OF KINGSTON

M-46 WHITE CREEK #2 3 = 27'

B01-79051 Main 302 MONO CONC H20/1989 194142.98'2 -

.6 MI S OF M-81 IN CAROM-24 CASS R 7 = 420'

C01-79051 Main 119 NOT APPL OTHER 194198.43'2 -IN MAYVILLE

M-24 COX DRAIN 1 = 12'

C02-79051 Main 119 NOT APPL OTHER 194193.5'2 -2.0 MI NW OF MAYVILLE LTS

M-24 KREGER DRAIN 2 = 18'

C03-79051 Main 119 NOT APPL OTHER 194193.5'2 -2.5 MI NW OF MAYVILLE LTS

M-24 KREGER DRAIN 2 = 19'

C01-79061 Main 119 NOT APPL OTHER 193942.32'2 -2.4 MI EAST OF REESE


C02-79061 Main 119 NOT APPL OTHER 193948.88'2 -2.7 MI W OF WATROUSVILLE

M-81 HOBART DRAIN 1 = 12'

C03-79061 Main 119 NOT APPL OTHER 193948.88'2 -2.0 MI W OF WATROUSVILLE

M-81 O'BRIEN DRAIN 1 = 14'

B01-79062 Main 104 BITUMINOUS H15 193938.06'2 -3.7 MI W OF SANILAC CO LI


B02-79062 Main 505 BITUMINOUS HS20 197748.88'2 -1.1 MI W OF SANILAC COL

M-81 N BRANCH CASS RIVER 1 = 75'

- 292 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C01-79062 Main 119 NOT APPL OTHER 193962.99'2 -8.6 MI W OF CASS CITY

M-81 FARMER DRAIN 1 = 10'

C02-79062 Main 119 NOT APPL OTHER 193951.18'2 -4.4 MI WEST OF CASS CITY

M-81 CEDAR RUN DRAIN 1 = 11'


0.8 MI E OF BAY CO LINEM-25 QUANICASSEE RIVER 2 = 120'


5.3 MI NE OF BAY CO LINEM-25 (NO NAME) DRAIN 1 = 32'

B03-79081 Main 532 MONO CONC HS25 198562.99'2 -6.5 MI NE OF BAY CO LINE

M-25 WISNER DRAIN 1 = 28'

B04-79081 Main 532 INTEG CONC HS25 198546.92'2 -7.5 MI NE OF BAY CO L

M-25 ALLEN DRAIN 1 = 38'

B05-79081 Main 506 MONO CONC HS25 198546.92'2 -4.1 MI SW OF HURON CO LIN

M-25 AKRON DRAIN 1 = 27'

B06-79081 Main 302 BITUMINOUS H20 194145.28'2 - .1 MI S OF HURON CO LINE


C01-79081 Main 119 NOT APPL OTHER 1985125.33'2 -2.2 MI NE OF WISNER

M-25 WALKER-HAYNES DRAIN 1 = 16'

C02-79081 Main 119 NOT APPL OTHER 190078.41'2 -2.0 MI WEST OF UNIONVILLE

M-25 TUTTLE DRAIN 1 = 12'

C03-79081 Main 119 NOT APPL OTHER 190082.35'2 -1.0 MI WEST OF UNIONVILLE

M-25 AINSWORTH DRAIN 1 = 10'

Van Buren**************B04-80011 Main 302 BITUMINOUS H20 194175.13'4 -

0.2 MI S OF ALLEGAN COBLUE STAR HIGHWAY BLACK RIVER 4 = 220'

C01-80012 Main 119 BITUMINOUS OTHER 19634 -4.1 MI S OF M-140

I-196 BRANDYWINE CREEK 2 = 16'


3.0 MI S OF SOUTH HAVENI-196 NB CSX RR (ABN) 3 = 192'


3.0 MI S OF SOUTH HAVENI-196 SB CSX RR (ABN) 3 = 192'

- 293 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' -0'' L 196331.17'2 -

1.0 MI NE OF BERRIEN CO44 TH AVE (CR376) I-196 4 = 222'


14' - 196342.65'2 -

5.2 MI NE OF BERRIEN COI-196 NB 32 ND AVE (CR378) 3 = 110'


14' - 196342.65'2 -

5.1 MI NE OF BERRIEN COI-196 SB 32 ND AVE (CR378) 3 = 110'


14' - 196242.65'2 -

1.8 MI SW OF M-140I-196 NB 20 TH AVE (CR380) 3 = 113'


14' - 196242.65'2 -

1.8 MI SW OF M-140I-196 SB 20 TH AVE (CR380) 3 = 113'

C01-80013 Main 319 MONO CONC HS20 19634 -0.1 MI N OF M-140

I-196 DEERLICK CREEK 2 = 24'


0.3 MI S OF ALLEGAN COI-196 NB CR RR(ABN) & BLACK RIVER 4 = 338'


0.3 MI S OF ALLEGAN COI-196 SB CR RR(ABN) & BLACK RIVER 4 = 338'


18' - /19885'' L 196336.75'2 -

AT M-43M-43 I-196 4 = 238'

4 - 77.4' L 77.4' R 3'' RS02-80013-3 Main 332 LATEX CONC 16' - H15

16' -3'' L 197250.52'5 -

0.5 MI E OF SOUTH HAVENI-196BLEB(PHOENIX) I-196 4 = 239'

5 - 77.4' L 77.4' R 0'' RS02-80013-4 Main 332 MONO CONC H15

15' - 196334.78'2 -

0.5 MI E OF SOUTH HAVENI-196BLWB(PHOENIX) I-196 4 = 239'


16' -4'' L 196336.75'2 -

AT M-140M-140 I-196 4 = 387'

B01-80023-3 Main 104 LATEX CONC HS20+Mod 196047.9'2 -2.7 MI E OF BERRIEN CO

I-94 EB PINE CREEK 1 = 31'

B01-80023-4 Main 104 MONO CONC HS20+Mod 196059.71'3 -2.7 MI E OF BERRIEN CO

I-94 WB PINE CREEK 1 = 31'

B02-80023 Main 104 INTEG CONC HS20+Mod 1960170.28'4 -4.3 MI W OF M-51

I-94 BRUSH CREEK 1 = 39'

C01-80023 Main 119 MONO CONC HS20+Mod 1960161.75'4 -3.9 MI E OF BERRIEN CO

I-94 HOG CREEK 1 = 12'

- 294 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' -0'' L 195933.14'2 -

2.9 MI E OF BERRIEN CO64 TH ST (CR687) I-94 4 = 257'


16' -4'' L 196033.14'2 -

4.0 MI E OF BERRIEN CO62 ND STREET I-94 4 = 226'


16' -7'' L 196033.14'2 -



16' -3'' L 195933.14'2 -



17' -4'' L 196033.14'2 -

4.6 MI W OF M-5152 ND ST (CR365) I-94 4 = 277'


16' -9'' L 195933.14'2 -

3.6 MI W OF M-5150 TH STREET I-94 4 = 230'


16' -1'' L 195933.14'2 -

1.5 MI W OF M-5146 TH STREET I-94 4 = 243'


16' -8'' L 196037.4'2 -

AT M-51M-51 I-94 4 = 242'

B01-80024-3 Main 532 LATEX CONC HS20+Mod 196045.28'2 -0.6 MI W OF M-40

I-94 EB PAW PAW RIVER 3 = 146'

B01-80024-4 Main 532 LATEX CONC HS20+Mod 196045.28'2 -0.6 MI W OF M-40

I-94 WB PAW PAW RIVER 3 = 146'

B02-80024-3 Main 104 LATEX CONC HS20+Mod 196047.24'2 -1.4 MI E OF M-40

I-94 EB EAST BRANCH OF PAW PAW R 1 = 36'


I-94 WB EAST BRANCH OF PAW PAW R 1 = 36'

C02-80024 Main 119 NOT APPL HS20+Mod 1960171.92'4 -0.1 MI E OF M-40

I-94 THREE MILE LAKE DRAIN 1 = 10'


0.1 MI W OF KALAMAZOO COI-94 EB AMTRAK 3 = 197'


0.1 MI W OF KALAMAZOO COI-94 WB AMTRAK 3 = 197'


16' -5'' L 196033.14'2 -

3.0 MI W OF M-4041 ST STREET I-94 4 = 229'

- 295 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' -3'' L 196033.14'2 -

1.2 MI W OF M-40PAW PAW ROAD I-94 4 = 264'


16' -5'' L 196055.12'2 -

AT M-40M-40 I-94 4 = 316'


15' -2'' L 196031.17'2 -

5.0 MI W OF KALAMAZOO CO32 ND ST (CR653) I-94 4 = 279'


14' - /19939'' L 196043.31'2 -

3.0 MI W OF KALAMAZOO CO28 TH ST (CR657) I-94 4 = 226'


17' -1'' L 195933.14'2 -

1.0 MI W OF KALAMAZOO CO24 TH STREET I-94 4 = 226'

B01-80031 Main 219 BITUMINOUS HS20 194866.27'2 -0.3 MI N OF I-196

M-140 DEERLICK CREEK 2 = 28'

B01-80041 Main 219 BITUMINOUS H20 194191.86'2 -4.1 MI SE OF I-196


B02-80041 Main 219 BITUMINOUS H15 193947.24'2 -IN BANGOR

M-43 MAPLE BROOK 2 = 22'

C01-80041 Main 119 BITUMINOUS OTHER 194174.8'2 -150 FT W OF 67 TH STREET

M-43 BRANCH OF CEDAR CREEK 2 = 12'

C02-80041 Main 119 BITUMINOUS OTHER 1941147.31'2 -0.2 MI E OF 63 RD STREET



M-43 BRANDYWINE CREEK 3 = 86'

B02-80042 Main 104 BITUMINOUS HS20 193238.06'2 -0.1 MI E OF JCT OLD M-43

OLD M-43 PAW PAW RIVER 1 = 21'

C01-80042 Main 119 BITUMINOUS HS20 194844.95'2 -1.0 MI E OF 50 TH STREET


C03-80042 Main 319 BITUMINOUS HS20 1973130.91'2 -1.5 MI W OF 26 TH STREET

M-43 NO. BRANCH PAW PAW RIVER 2 = 29'

B01-80071 Main 104 BITUMINOUS HS20 195343.31'2 -2.7 MI SW OF DECATUR


B01-80072 Main 505 INTEG CONC HS20 196085.3'4 -IN PAW PAW

M-40 PAW PAW RIVER 1 = 40'

- 296 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



4.0 MI N OF PAW PAWM-40 PAW PAW RIVER 1 = 35'

C01-80072 Main 319 NOT APPL OTHER 196070.87'2 -AT N CITY LMT OF PAW PAW

M-40 MAPLE LAKE INLET 1 = 10'

C02-80072 Main 119 NOT APPL OTHER 192553.81'2 -AT ALLEGAN CO LINE

M-40 CARPENTER COUNTY DRAIN 1 = 12'

C01-80111 Main 119 MONO CONC OTHER 19002 -0.4 MI SE OF I-94

M-40 MARTIN DRAIN 2 = 16'

Washtenaw**************B01-81011 Main 104 BITUMINOUS HS20 195154.13'2 -

IN CHELSEAM-52 LETTS DRAIN 1 = 30'

B01-81012 Main 302 BITUMINOUS H20 193947.24'2 -IN MANCHESTER

M-52 RAISIN R 1 = 60'

C01-81012 Main 119 NOT APPL OTHER 19002 -.4 MI S OF SCIO CHURCH RD

M-52 N BR MILL CREEK 1 = 15'

B01-81031 Main 332 MONO CONC HS20 196766.27'2 -IN SALINE

US-12 SALINE R 1 = 75'

C01-81031 Main 119 NOT APPL OTHER 19002 -5.5 MILES SW OF SALINE

US-12 LANE & RENTZ DRAIN 1 = 15'


3.4 MI NE OF SALINEUS-12 AA RR 3 = 141'

B01-81032 Main 124 BITUMINOUS H15 191278.41'4 -IN YPSILANTI (E MICH AVE)

US-12BR, M-17 HURON R 1 = 105'

C01-81032 Main 119 NOT APPL OTHER 19002 -1.1 M SW YPSILANTI ST POL

OLD US-12 UPPER PAINT CR DR 2 = 16'

C02-81032 Main 119 NOT APPL OTHER 1978233.92'4 -0.1 MILES S OF I-94

US-12 NO NAME 1 = 11'


IN YPSILANTI (E MICH AVE)US-12 BR CONRAIL 3 = 194'


14' - 197660.37'4 -

1.2 MI E OF YPSILANTIFORD BLVD. US-12 BR 3 = 161'

- 297 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



17' - 198847.24'2 -

1.0 MI E OF YPSILANTIUS-12 EB I-94 3 = 308'


14' - /1986 195863.32'3 -

2.0MI SE OF YPSILANTII-94 EB WIARD RD 4 = 269'


14' - /1986 195863.32'3 -

2.0MI SE OF YPSILANTII-94 WB WIARD RD 4 = 251'


17' -8'' L 197372.18'4 -

.1 MI W OF WAYNE CO LINERAWSONVILLE RD I-94 4 = 303'

C01-81062 Main 119 NOT APPL OTHER 19004 -1.0 MILES W STATE ROAD

I-94 NO NAME 1 = 10'

C02-81062 Main 119 NOT APPL OTHER 19004 -0.3 MILE W OF STATE ROAD

I-94 NO NAME 1 = 14'

C03-81062 Main 119 NOT APPL OTHER 19004 -EB OFF RAMP STATE ROAD

I-94 NO NAME 1 = 14'

C04-81062 Main 119 NOT APPL OTHER 19004 -0.1 MILE E. STONE SCHOOL

I-94 RAYER & GRANCE DR 1 = 16'


16' -0'' L 197510.5'

IN ANN ARBORPED&BIKE@STONE SCH I-94 2 = 222'

4 - 70.9' R 11'' RP02-81062 Main 302 MONO CONC 17' - PEDESTRIAN

16' -1'' L 197510.5'

1.5 MI W US-23PLAINVIEW CT PED B I-94 2 = 216'


IN ANN ARBORI-94 AA RR 3 = 130'


14' - 195695.14'4 -

IN ANN ARBORI-94 I-94 BL 3 = 191'


14' -3'' L 195631.17'2 -

0.7 MI S OF I-94 BLLIBERTY RD I-94 4 = 202'


14' -5'' L 195631.17'2 -

1.9 MI SW OF I-94 BLSCIO CHURCH RD I-94 4 = 265'


16' -11'' L 197490.22'2 -

IN ANN ARBORSALINE RD I-94 2 = 217'


17' -3'' L 1972120.41'4 -

S LIMITS ANN ARBOR102STATE RD I-94 2 = 227'

- 298 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' -1'' L 195431.17'2 -

IN ANN ARBORSTONE SCHOOL RD I-94 4 = 173'


14' -8'' L 199876.44'2 -

Appr 1010.8 MI W OF US-23PLATT RD I-94 4 = 264'


17' -8'' L 196275.13'4 -

@ US-23US-23 NB I-94 5 = 253'


16' -9'' L 196275.13'4 -

@ US-23US-23 SB RAMP I-94 5 = 252'


16' -1'' L 197574.15'5 -

0.1 MI E OF US-23CARPENTER RD I-94 2 = 250'


16' - 197593.83'6 -

2.0 MI.W.OF.YPSILANTIUS-12 I-94 4 = 426'


16' -3'' L 199567.26'4 -

SOUTH LIMITS OF ANN ARBORELLSWORTH RD. I-94 4 = 570'

B01-81063 Main 505 MONO CONC HS20+Mod 1971111.22'8 -IN YPSILANTI

I-94 HURON R 3 = 110'


17' -5'' L 19999.51'

Appr 3000.2 MI E OF YPSILANTIGEORGINA DR WALKOV I-94 9 = 518'


.9 MI W OF WAYNE CO LINEUS-12 EB CONRAIL 3 = 139'

R02-81063 Main 505 MONO CONC H20/1995 194473.82'4 -

.9 MI W OF WAYNE CO LINEUS-12 WB CONRAIL 3 = 155'


16' - /1998 196983.01'5 -

S LTS OF YPSILANTIUS-12 BR,WHITTAKER I-94 4 = 254'


16' -7'' L 197266.27'4 -

IN YPSILANTIGROVE ST I-94 4 = 355'

2 - 39.7' RS03-81063 Main 332 LATEX CONC 14' - H208'' L 198547.9'2 -

1.5 MI E OF YPSILANTIOLD M-17 EB US-12 WB 3 = 159'


14' - /1997 194253.15'2 -

1.4 MI W OF WAYNE CO LINEWIARD RD NB (UP/L) US-12 5 = 276'


13' - /1966 194272.83'3 -

1.4MI W OF CO LINE/WIARDUS-12 (LOWER/LEVEL WIARD RD SB 3 = 142'

- 299 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



13' - /1997 194253.15'2 -

.5 MI W OF WAYNE CO LINE FORD EX DR NB(UPL) US-12 5 = 276'

2 - 41' R 1'' RS05-81063-5 Main 332 MONO CONC HS20

14' - /1966 194272.83'4 -

0.5 MI W OF CO LINEUS-12 (MIDLEVEL) FORD EXIT DR SB 3 = 142'


17' -0'' L 197148.23'2 -

1.0 MI E OF YPSILANTIHARRIS RD I-94 5 = 375'

C01-81072 Main 119 NOT APPL OTHER 19004 -0.8 MILES W OF US-23

I-94 BL PITTSFIELD-ANN ARBOR 1 = 15'

C02-81072 Main 119 NOT APPL OTHER 19004 -0.1 MILES W OF US-23

I-94 BL SWIFT DRAIN 1 = 10'


15' - 196817.72'

0.5 MI E MAIN STN UNIV PED WALK FOREST AVE US23 BR 4 = 270'


14' - 195117.39'

IN ANN ARBOR N MAIN STAA RR US-23 BR 1 = 82'

C01-81074 Main 119 NOT APPL HS20 19002 -WASHTENAW INT RAMPS G&H

US-23 SWIFT DRAIN 1 = 10'

C02-81074 Main 119 NOT APPL OTHER 19004 -200FT N OF WASHTENAW AVE


C03-81074 Main 119 NOT APPL OTHER 19002 -WASHTENAW INT ON&OFF RAMP


C04-81074 Main 119 NOT APPL OTHER 19004 -0.1 MILE NORTH HURON R DR

US-23 OAK PK & WAST HTS CO DR 1 = 10'

R01-81074-1 Main 382 LATEX CONC HS20+Mod 196235.76'2 -1.2 MI N OF M-17 & US-23

US-23 NB CONRAIL & HURON R 5 = 475'

R01-81074-2 Main 382 LATEX CONC HS20+Mod 196235.76'2 - 1.2 MI N OF M-17 & US-23

US-23 SB CONRAIL & HURON R 8 = 475'


14' - 196247.9'2 -

IN ANN ARBOR (PACKARD RD)US-23NB, I-94BL PACKARD RD 3 = 137'


14' - 196247.9'2 -

IN ANN ARBOR (PACKARD RD)US-23SB, I-94BL PACKARD RD 3 = 137'


14' - 196257.09'3 -

.1 MI E OF ANN ARBORUS-23 NB US-23 BR 4 = 188'

- 300 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 196257.09'3 -

.1 MI N OF ANN ARBOR, EXIUS-23 SB US-23 BR 4 = 188'


15' - 196247.9'2 -

.8 MI N OF M-17 (HURON RUS-23 NB HURON RIVER DR 3 = 109'


14' - 196247.9'2 -

.8 MI N OF M-17 (HURON RUS-23 SB HURON RIVER DR 3 = 109'


14' -6'' L 196138.39'2 -

1.6 MI N OF M-17 & US-23GEDDES RD US-23 4 = 233'


14' -3'' L 196230.84'2 -

3.0 MI N OF M-17 & US-23EARHART RD US-23 4 = 317'


14' -9'' L 196264.3'4 -

IN ANN ARBOR PLYMOUTH-ANNARBOR US-23 4 = 285'


15' -2'' L 196264.3'2 -

0.3 MI N OF I-94ELLSWORTH RD US-23 4 = 289'


Appr 3321.4 MI S OF US-23M-14 & US-23 BR CONRAIL & HURON R 11 = 917'

R02-81075-1 Main 332 INTEG CONC HS20 195836.42'2 -.5 MI S OF LIVINGSTON CO

US-23 NB MDOT RR 3 = 190'

R02-81075-2 Main 332 INTEG CONC HS20 195836.42'2 -.5 MI S OF LIVINGSTON CO

US-23 SB MDOT RR 3 = 190'


14' -8'' L 196230.84'2 -

0.5 MI N OF M-14 WARREN RD US-23 4 = 187'


14' -5'' L 196230.84'2 -

1.5 MI N OF M-14 JOY RD US-23 4 = 186'


14' -2'' L 195733.14'2 -

3.7 MI S OF LIVINGSTON CON TERRITORIAL RD US-23 4 = 221'


14' - /19892'' L 196234.78'2 -

2.7 MI S OF LIVINGSTON CO6 MI RD US-23 4 = 216'


15' - 195848.23'2 -

0.7 MI S OF CO LINE US-23 NB BARKER RD 3 = 141'


15' - 195848.23'2 -

.7 MI S OF CO LINE US-23 SB BARKER RD 3 = 141'

- 301 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' -1'' L 196234.78'2 -

AT LIVINGSTON CO LINE8 MI RD US-23 4 = 184'

C01-81076 Main 119 NOT APPL OTHER 19004 -0.3 M NORTHWEST CARPENDER

US-23 HALLOCK &BUTLER DR 1 = 12'

C02-81076 Main 119 NOT APPL OTHER 19004 -0.6 MI S OF STONEY CR.RD.

US-23 SUGAR CREEK DRAIN 1 = 14'

C03-81076 Main 119 NOT APPL OTHER 19004 -0.5 MI S OF WILLIS ROAD

US-23 BUCK CREEK DRAIN 1 = 11'

C04-81076 Main 319 NOT APPL OTHER 1900169.95'4 -0.3 MILE N OF S COUNTY L

US-23 RD TO FEDERAL PRISON 1 = 15'

C05-81076 Main 119 NOT APPL OTHER 19004 -0.3 MILE S OF WILLOW ROAD

US-23 NO NAME 1 = 12'


14' - 196243.64'3 -

1.2 MI N OF MONROE CO LINCARPENTER RD US-23 4 = 351'


14' -7'' L 196230.84'2 -

2.1 MI N OF MONROE CO LINWILLOW RD US-23 4 = 209'


14' -2'' L 196232.81'2 -

3.4 MI N OF MONROE CO LINSTONY CREEK RD US-23 4 = 245'


14' -7'' L 196234.78'2 -

3.5 MI S OF US-12WILLIS RD US-23 4 = 252'


14' - 196230.84'2 -

2.5 MI S OF US-12 BEMIS RD US-23 4 = 207'


14' -8'' L 196236.75'2 -

@ US-12US-12 US-23 4 = 270'


14' - 195132.48'

IN MILANNS RR US-23 1 = 80'


15' - 19756.89'

Appr 2010.5 MI E YPSILANTIROSEWOOD AVE WALK M-17 21 = 511'

4 - 50.9' R 6'' RX01-81101 Main 303 OTHER RAILROAD

14' - 190320.01'

IN ANN ARBOR (W HURON ST)AA RR I-94 BL 3 = 79'

C02-81102 Main 119 NOT APPL OTHER 19622 -2.0 MI NE OF DIXBORO

M-14 FRAIN LAKES OUTLET 1 = 14'

- 302 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



0.2 MI W OF M-153M-14 FLEMING CR 1 = 29'

C01-81103 Main 119 NOT APPL OTHER 19004 -0.2 MI E OF PONTIAC TRAIL

US23 WB NO NAME 1 = 10'

C02-81103 Main 119 NOT APPL OTHER 1976165.03'4 -900 FT W OF VORHIES ROAD

M-14 FLEMING CREEK 2 = 18'

C03-81103 Main 119 NOT APPL OTHER 1976447.83'4 -0.1 MI EAST OF JOY ROAD

M-14 JOHN WAGNER DR 1 = 19'

C04-81103 Main 119 NOT APPL HS20 1976496.06'4 -0.4 MILE EAST OF JOY ROAD

M-14 FLEMING CREEK 1 = 26'

C05-81103 Main 119 NOT APPL OTHER 19622 -0.2 MILES E OF PONTIAC TR

US23 EB NO NAME 1 = 10'


.9 MI E OF W JCT M-14US-23 EB, M-14 EB MDOT RR 3 = 159'

R02-81103 Main 332 MONO CONC HS20+Mod 196246.92'2 - .9 MI E OF W JCT M-14

US-23 WB, M-14 WB MDOT RR 3 = 179'


14' -6'' L 196235.76'2 -

0.5 MI E OF W JCT M-14PONTIAC TRAIL US-23 EB, M-14 EB 3 = 133'


14' - 196235.76'2 -

0.5 MI E OF W JCT M-14PONTIAC TRAIL US-23 WB, M-14 EB 3 = 174'


16' - /19996'' L 196232.81'2 -

2.0 MI NE OF ANN ARBORNIXON RD US-23, M-14 4 = 210'


15' - 196433.14'2 -

E JCT US-23 (OVER RAMP B)M-14 EB RAMP B US-23 3 = 284'


15' - 196433.14'2 -

E JCT M-14 (OVER US 23 NBUS-23 ENT RAMP B UNDER M-14(OV US-23 NB) 3 = 120'


14' - /1996 196458.73'3 -

.5 MI E OF US-23 (EARHARTM-14 EB EARHART RD 3 = 109'


14' -5'' L 196435.1'2 -

1.6 MI E OF E JCT US-23DIXBORO RD M-14 4 = 243'


14' -11'' L 196433.14'2 -

2.5 MI E OF E JCT US-23VORHIES RD M-14 4 = 248'

- 303 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' -0'' L 196236.75'2 -

@ W JCT US-23 (TOP LEVL)23 BR N TO US-23 N US-23 SB(RAMP C) 3 = 298'

2 - 42' R 9'' RS09-81103-7 Main 332 LATEX CONC 14' - HS20+Mod

14' -0'' L 196243.64'2 -

@ W JCT US-23 (LOWER)US-23 N TO M-14 S US-23 SB 3 = 127'


15' - 196455.12'3 -

.5 MI E OF US23 OVR EARHAM-14 WB EARHART RD 3 = 109'


16' -0'' L 197528.54'1 -

9.0 MI.S.W.OF PLYMOUTHM-153 CONN.RAMP C M-14 4 = 333'


16' -8'' L 197544.29'2 -

9.0 MI.S.W.OF PLYMOUTHM-153 CONN.RAMP B M-14 4 = 333'


17' -6'' L 197544.29'2 -

3 MI.W.OF WAYNE CO.CURTIS ROAD M-14 4 = 326'


16' -3'' L 197540.35'2 -

5.0 MI.S.W.OF.PLYMOUTHJOY ROAD M-14 4 = 324'


17' -10'' L 197544.29'2 -

4.0 MI.W.OF PLYMOUTHGOTFREDSON ROAD M-14 4 = 301'


I-94 EB MILL CR 1 = 44'


I-94 WB MILL CR 1 = 44'

B02-81104-3 Main 532 LATEX CONC HS20 196147.24'2 -5.1 MI W OF M-14

I-94 EB MILL CR 1 = 60'

B02-81104-4 Main 532 LATEX CONC HS20 196147.24'2 -5.1 MI W OF M-14

I-94 WB MILL CR 1 = 60'

C01-81104 Main 119 NOT APPL OTHER 1962153.54'4 -4.3 MI W OF LIMA CENTER

I-94 MILLER CREEK DRAIN 1 = 10'

C02-81104 Main 119 NOT APPL OTHER 1962191.93'4 -EB ON RAMP FROM M-52

I-94 YOUNG DRAIN 1 = 12'

C03-81104 Main 119 NOT APPL OTHER 1961172.57'4 -2.0 MILES W OF LIMA CENTR

I-94 LIMA & SYLVAN DR 1 = 10'

C04-81104 Main 119 NOT APPL HS25 2000264.11'4 -0.1 M EAST OF ZEEB ROAD

I-94 HONEY CREEK 1 = 22'

- 304 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C05-81104 Main 119 NOT APPL OTHER 19614 -0.5 MILES E OF ZEEB ROAD

I-94 HONEY CREEK 1 = 17'

R01-81104 Main 332 LATEX CONC HS20+Mod 196047.24'2 -2.3 MI E OF JACKSON CO LI



15' -1'' L 196032.81'2 -

.4 MI E OF JACKSON CO LINNOTTEN RD I-94 4 = 213'


16' -4'' L 196032.81'2 -

1.9 MI E OF JACKSON CO LIKALMBACH RD I-94 4 = 237'


14' - 196046.92'2 -

3.3 MI E OF CO LINE JACKSI-94 EB PIERCE RD 3 = 119'


14' - 196046.92'2 -

3.3 MI E OF CO LINE JACKSI-94 WB PIERCE RD 3 = 119'


16' -6'' L 196060.7'4 -

1.5 MI S OF CHELSEAM-52 I-94 4 = 234'


16' -6'' L 196032.81'2 -

1.0 MI E OF M-52FREER RD I-94 4 = 209'


16' -11'' L 196033.14'2 -

2.6 MI E OF M-52OLD US-12 I-94 4 = 236'


14' - 196147.24'2 -

4.5 MI E OF M-52 (DANCERI-94 EB DANCER RD 3 = 112'


14' - 196147.24'2 -

4.5 MI E OF M-52 (DANCERI-94 WB DANCER RD 3 = 112'


19' -2'' L 196133.14'2 -

4.9 MI W OF M-14PARKER RD I-94 4 = 250'


16' -8'' L 196035.1'2 -

3.9 MI W OF M-14BAKER RD I-94 4 = 229'


16' -1'' L 196035.1'2 -

1.5 MI W OF M-14ZEEB RD I-94 4 = 250'


16' -10'' L 196642.32'2 -

2.0 MI NW OF ANN ARBORM-14 EB I-94 WB 3 = 166'


16' -4'' L 196033.14'2 -

0.5 MI E OF M-14WAGNER RD I-94 4 = 173'

- 305 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


1 - 29.9' R 8'' RS13-81104 Main 332 INTEG CONC HS20

14' - 196034.78'2 -

0.5 MI W OF I-94 BLJACKSON AV WB,94BR I-94 RAMP 3 = 119'


15' - 193631.82'

2.3 MI E OF JACKSON CO LICONRAIL I-94 WB 1 = 60'


16' -4'' L 196638.39'2 -

0.4 MI NE OF I-94WAGNER RD M-14 4 = 254'


14' - 196642.32'2 -

1.6 MI NE OF I-94 (MAPLEM-14 EB MAPLE RD 3 = 141'


15' -6'' L 196642.32'2 -

0.6 MI NE OF I-94DEXTER RD M-14 4 = 256'


14' -7'' L 196640.35'2 -

1.3 MI NE OF I-94MILLER RD M-14 4 = 229'


15' -8'' L 196638.39'2 -

IN ANN ARBORNEWPORT RD M-14 4 = 213'


14' - 196642.65'2 -

IN ANN ARBORM-14 EB BEECHWOOD DR 3 = 112'


14' - 200082.02'4 -

IN ANN ARBORM-14 US-23 BR HURON RIVER DR 4 = 209'


17' - 196642.32'2 -

IN ANN ARBORM-14 WB MAPLE RD 3 = 141'


15' - 196642.65'2 -

IN ANN ARBORM-14 WB BEECHWOOD DR 3 = 115'

C03-81121 Main 119 NOT APPL OTHER 19002 -200 FT E OF GOTFREDSON RD

M-153 FURLONG DRAIN 1 = 10'

Wayne**************


14' - 196442.32'2 -

4.8 MI E OF YPSILANTIECORSE RD WB US-12EB 3 = 131'


14' - 194934.45'

.2 MI NE OF WAYNE CO LINECONRAIL US-12 4 = 269'

C01-82021 Main 119 MONO CONC OTHER 1942178.81'3 -0.5 MI W OF HAGGERTY ROAD

I-94 EB BELLEVILLE LAKE 1 = 12'

- 306 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


C02-82021 Main 119 MONO CONC OTHER 1942178.81'3 -0.5 MI W OF HAGGERTY ROAD

I-94 WB BELLEVILLE LAKE 1 = 12'

C03-82021 Main 119 MONO CONC OTHER 1942660.1'6 -0.3 MI W OF HANNAN ROAD

I-94 BELLEVILLE LAKE 1 = 13'


19' -0'' L 19777.87'

Appr 101NORTH OF BELLEVILLEQUIRK ROAD WALKOVE I-94 26 = 938'


17' -11'' L 197490.22'6 -

3.0MI E OF WASHTENAW CO LBELLEVILLE RD I-94 2 = 260'


16' -1'' L 197490.22'6 -

5.3MI E OF WASHTENAW CO LHAGGERTY RD I-94 2 = 264'


14' - 197264.63'3 -

3 MI E OF BELLEVILLEI-94 WB HANNAN RD 1 = 102'


14' - 197264.3'3 -

3 MI E OF BELLEVILLEI-94 EB HANNAN RD 1 = 106'

B01-82022 Main 219 BITUMINOUS H20 194364.3'3 -IN ALLEN PARK

I-94 EB ECORSE CR 2 = 29'

B02-82022 Main 219 BITUMINOUS H20 194364.3'3 -IN ALLEN PARK

I-94 WB ECORSE CR 2 = 29'


S LTS OF DEARBORNI-94 EB ROUGE R 7 = 400'


S LTS OF DEARBORNI-94 WB ROUGE R 7 = 406'


23' - 196250.2'4 -

4.0MI W OF TAYLORI-94 EB CSX RR & SHOOK RD 4 = 240'


23' - 196250.2'4 -

4.0MI W OF TAYLORI-94 WB CSX RR & SHOOK RD 4 = 240'

R10-82022 Main 505 MONO CONC HS20 199671.19'4 -CITY OF ROMULUS

VINING ROAD NORFOLK & WESTERN RR 2 = 165'


15' - 196259.71'4 -

4.3MI W OF TAYLORI-94 EB WAYNE RD 3 = 141'


15' - 196259.71'4 -

4.3MI W OF TAYLORI-94 WB WAYNE RD 3 = 141'

- 307 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 1993121.72'5 -

1.9MI W OF TAYLORI-94 EB MERRIMAN RD 2 = 140'


14' - 1993109.58'5 -

1.9MI W OF TAYLORI-94 WB MERRIMAN RD 2 = 140'


15' - 1993109.58'3 -

1.2MI W OF TAYLORI-94 EB MIDDLEBELT RD 2 = 145'


14' - 1993121.72'4 -

1.2MI W OF TAYLORI-94 WB MIDDLEBELT RD 2 = 145'


15' - 196249.87'3 -

W LTS OF TAYLORI-94 EB INKSTER RD 3 = 144'


15' - 196249.87'3 -

W LTS OF TAYLORI-94 WB INKSTER RD 3 = 195'


15' - /1997 196261.68'4 -

IN TAYLOR,OVER ECORSE RDI-94 EB ECORSE RD 4 = 237'


15' - 196261.68'4 -

IN TAYLOR,OVER ECORSE RDI-94 WB ECORSE RD 4 = 237'


15' - 196250.2'3 -

IN TAYLOR,OVER BEECH-DALYI-94 EB BEECH-DALY RD 3 = 157'


15' - /1998 196258.4'3 -

IN TAYLOR,OVER BEECH-DALYI-94 WB BEECH-DALY RD 3 = 134'

8 - 67.9' L 63' R 2'' RS13-82022 Main 332 LATEX CONC HS20+Mod

14' - 1962104'5 -

IN TAYLOR,US-24I-94 EB US-24 (TELEGRAPH RD) 4 = 233'

8 - 67.9' L 63' R 3'' RS14-82022 Main 332 LATEX CONC HS20+Mod

14' - 1962104'5 -

IN TAYLOR,US-24I-94 WB US-24(TELEGRAPH RD) 4 = 233'


14' - /19836'' L 196866.93'5 -

IN TAYLOR OVER MONROE BLVI-94 EB MONROE BLVD. 3 = 134'


14' - /19836'' L 196866.93'4 -

IN TAYLOR OVER MONROE BLVI-94 WB MONROE BLVD 3 = 134'


15' - 197561.68'3 -

W LTS OF ALLEN PARKI-94 EB PELHAM RD 1 = 125'


14' - 197572.83'4 -

W LTS OF ALLEN PARKI-94 WB PELHAM RD 1 = 125'

- 308 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' -6'' L 199866.27'3 -

IN ALLEN PARKI-94 EB OUTER DR 1 = 113'


15' -3'' L 199665.62'3 -

IN ALLEN PARKI-94 WB OUTER DR 1 = 112'


14' - 199675.79'4 -

IN ALLEN PARKI-94 EB OAKWOOD BLVD 1 = 99'


14' - 199677.76'4 -

IN ALLEN PARKI-94 WB OAKWOOD BLVD 1 = 101'


14' - 1971122.05'6 -

IN DEARBORNI-94 GREENFIELD RD 2 = 178'


14' - 1971128.28'8 -

IN DEARBORNI-94 ENT TO FORD PLANT 4 = 141'


17' -11'' L 197879.72'6 -

IN DEARBORNSCHAEFER HWY I-94 2 = 337'


14' -7'' L 196378.41'6 -

IN DEARBORNROTUNDA DRIVE I-94 4 = 283'


16' -3'' L 197068.24'6 -

IN DEARBORNMILLER RD I-94 4 = 253'


14' - 194845.6'3 -

IN DEARBORNRAMP FROM US-12EB I-94 5 = 262'


13' - /19689'' L 1944117.78'9 -

IN DEARBORNUS-12 (MICHIGAN AV I-94 RAMP 1 = 50'

6 - 50.5' L 52.5' R 0'' RS34-82022 Main 352 NONE HS20

14' - /1996 1948117.78'9 -

IN DEARBORNUS-12 (MICHIGAN AV I-94 2 = 224'


14' - 194845.6'2 -

IN DEARBORNRAMP TO US-12 I-94 2 = 116'


14' - 194987.6'6 -

W LTS OF DETROITM-153, WYOMING AVE I-94 4 = 187'


16' -2'' L 197248.23'2 -

4 MI E OF BELLEVILLEOZGA RD I-94 4 = 430'


14' - 197140.35'2 -

IN DEARBORNI-94EB RAMP GREENFIELD RD 2 = 178'

- 309 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - 198147.9'2 -

IN TAYLOR & ALLEN PARKI-94 E.B.RMP PELHAM RD 1 = 124'


14' -3'' L 198447.9'2 -

E OF PELHAM S OF I-94I-94 EB RMP PELHAM RMP 3 = 279'


16' -3'' L 198547.9'2 -

Appr 606IN ALLEN PARKM-39 SB RAMP L I-94 13 = 1244'


16' -2'' L 198435.76'2 -

Appr 606IN ALLEN PARKM-39 SB RAMP K I-94 15 = 1567'


14' -7'' L 198447.9'2 -

IN ALLEN PARKI-94 EB RMP M-39 4 = 275'


14' -0'' L 198465.62'2 -

IN ALLEN PARKI-94 EB M-39 4 = 516'


16' -3'' L 198472.18'2 -

IN ALLEN PARKI-94 WB M-39 7 = 477'


16' -3'' L 198535.76'2 -

RAMP TO SB M-39I-94 WB RMP M-39 4 = 320'


16' -3'' L 198540.03'2 -

RAMP TO PELHAM RDI-94 W B RMP M-39 4 = 275'


14' -0'' L 198566.27'2 -

AT I-94 & M-39 INTRCHGVAN BORN RD M-39 3 = 205'

2 - 39.5' RS52-82022 Main 532 MONO CONC HS25 199333.14'1 -

I-94 AT MERRIMANRAMP H TO SB MERRI N BD MERRIMAN ROAD 1 = 98'


14' -3'' L 198539.7'2 -

IN ALLEN PARKVAN BORN I-94 EB RAMP 2 = 166'


14' -6'' L 199671.19'4 -

CITY OF ROMULUSVINING RD. I-94 INTERCHANGE 4 = 550'


13' - 194546.92'

IN DEARBORNCONRAIL I-94 2 = 136'


13' - 1944118.77'

IN DEARBORNCONRAIL I-94 2 = 162'


13' -2'' L 194331.82'

IN DEARBORNCONRAIL (ABN) I-94 4 = 263'

- 310 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



18' - 194318.7'

IN DEARBORNCONRAIL (ABN) I-94 4 = 233'


18' - 194448.88'

IN DEARBORNCSX RR I-94 4 = 256'


16' -8'' L 198439.7'

S OF I-94 EBNS RR M-39 & I-94 RAMPS 2 = 534'


13' - /19580'' L 1943144.03'

GATE 10 S OF I-94GTW RR I94 ACCESS RD-GATE 10 2 = 97'


13' - 195113.78'

IN DETROITTRENTON AVE WALKOV I-94 3 = 187'


13' - /1998 195213.78'

IN DETROITLUMLEY AVE WALKOVE I-94 3 = 180'


14' - 195213.78'

IN DETROITTARNOW AVE WALKOVE I-94 4 = 168'


14' - /1995 195213.78'

IN DETROITROOSEVELT AVE WALK I-94 4 = 192'


14' - 195512.8'

IN DETROITBROOKLYN AV WALKOV I-94 5 = 347'


14' - /1994 195041.01'2 -

IN DETROITWEIR RD I-94 4 = 211'


14' - /1996 194957.74'4 -

IN DETROITADDISON RD I-94 2 = 124'


14' - 194961.68'4 -

IN DETROITLONYO AVE I-94 4 = 178'


14' - 195057.74'4 -

IN DETROITCENTRAL AVE I-94 4 = 184'


14' - /1996 195057.74'4 -

IN DETROITCECIL AVE I-94 4 = 175'


13' - 194967.59'2 -

IN DETROITMARTIN AVE I-94 4 = 175'


14' - /1997 1950121.72'6 -

IN DETROITLIVERNOIS AVE I-94 4 = 209'

- 311 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - /1996 195057.74'4 -

IN DETROITJUNCTION ST I-94 4 = 171'


14' - /1996 195167.59'4 -

IN DETROIT30TH ST I-94 4 = 178'


13' - /1997 1953101.71'4 -

IN DETROITWARREN AVE I-94 5 = 289'


14' - /1997 195367.59'4 -

IN DETROITSCOTTEN AVE I-94 6 = 265'


14' - 195356.76'4 -

IN DETROITSB W GRAND BLVD I-94 5 = 243'

S13-82023-7 Main 352 LATEX CONC HS20 195369.55'2 - IN DETROIT

W GRAND BLVD U-TRN OPEN AREA 1 = 64'

S13-82023-8 Main 332 LATEX CONC HS20 195334.78'2 - IN DETROIT

I-94 TO W GR BLV R OPEN AREA 2 = 125'


14' - 195356.76'4 -

IN DETROITNB W GRAND BLVD I-94 5 = 233'


14' - /1996 196852.17'2 -



14' - /1996 1954101.71'6 -

IN DETROITGRAND RIVER AVE I-94 4 = 251'


14' - /1997 195361.68'4 -

IN DETROITLINWOOD AVE I-94 4 = 174'


14' - /1997 195381.69'2 -



14' - /1999 195361.68'4 -



14' - 195481.69'4 -

IN DETROITTRUMBULL AVE I-94 4 = 210'


23' - /1995 195354.13'3 -

IN DETROITM-10 SB I-94 RAMP 3 = 232'


14' - /1995 195554.13'3 -

IN DETROIT OVER RAMP D-AI-94 EB I-94 RAMP TO M-10 3 = 186'

- 312 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 195353.81'3 -

IN DETROITM-10 SB I-94 6 = 297'


14' - 195341.99'2 -

IN DETROIT RAMP B-GI-94EB RAMP TO M10 M-10SB &I-94WB 11 = 1134'


14' - /1996 195341.99'2 -

IN DETROIT RAMP F-CI-94WB RAMP TO M10 M-10NB &I-94EB 11 = 1158'


14' - 195353.81'3 -

IN DETROITM-10 NB I-94 6 = 297'


14' - 195553.81'3 -

IN DETROIT,OVER RAMP HE,SI-94 WB I-94 RAMP FROM M-10 3 = 196'


23' - 195353.81'3 -

IN DETROIT,OVER RAMP HEM-10 NB I-94 RAMP FROM M-10 3 = 224'


14' - /1996 195571.52'4 -

IN DETROITTHIRD ST I-94 4 = 421'


14' - 194858.73'

IN DETROITCSX RR I-94 4 = 196'


14' - 195562.01'

IN DETROIT (E. BRIDGE)CONRAIL I-94 2 = 174'

6 - 50.2' L 50.2' R 6'' RX02-82023-8 Main 352 NOT APPL RAILROAD

14' - 195534.78'

IN DETROIT (W BRIDGE)GTW & CONRAIL I-94 2 = 174'


14' - 1954138.45'

IN DETROITWHITING CO RR(ABN) I-94 2 = 120'


14' - 195712.8'

IN DETROITHELEN AVE WALKOVER I-94 4 = 171'


14' - 195712.8'

IN DETROITPED X-OVER@TOWNS I-94 4 = 194'

8 - 73.5' L 71.2' R 4'' RP06-82024 Main 303 NONE PEDESTRIAN

16' - 195712.8'

IN DETROITSEMINOLE AVE WALK I-94 4 = 218'


14' - /19962'' L 195712.8'

IN DETROITROHNS AVE WALKOVER I-94 4 = 159'


15' - 2000121.72'8 -

Appr 332IN DETROITI-94 GTW,NS,CR RR & RUSSEL 36 = 2317'

- 313 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 195481.69'4 -

IN DETROITSECOND BLVD I-94 4 = 214'


16' - 195581.69'4 -

IN DETROITCASS AVE I-94 4 = 190'


14' - /1999 1955121.72'6 -

IN DETROITM-1 WOODWARD AVE I-94 4 = 237'


14' - /1995 195561.68'4 -

IN DETROITJOHN R ST I-94 4 = 172'


14' - 195561.68'4 -

IN DETROITBRUSH ST I-94 4 = 171'


15' - 195561.68'4 -

IN DETROITBEAUBIEN ST I-94 4 = 174'


14' - 195667.59'4 -

IN DETROITCHENE ST I-94 4 = 170'


14' -6'' L 198360.04'3 -

IN DETROITWB E GRAND BLVD I-94 2 = 186'


14' -6'' L 198357.09'3 -

IN DETROITEB E GRAND BLVD I-94 2 = 186'

6 - 51.2' L 51.2' R 4'' RS10-82024 Main 332 OTHER HS20

14' - 195567.59'4 -

IN DETROITMT ELLIOT ST I-94 4 = 169'


15' - 195867.59'4 -

IN DETROITCONCORD AVE I-94 4 = 168'


13' - 195561.68'4 -

IN DETROITFRONTENAC AVE I-94 4 = 168'


14' - 1957101.71'6 -

IN DETROITM-53(VANDYKE ST) I-94 4 = 167'


14' -5'' L 195561.68'4 -

IN DETROITBURNS AVE I-94 4 = 167'


14' - 195757.74'4 -

IN DETROITMCCLELLAN AVE I-94 4 = 224'


15' - 195840.03'2 -

IN DETROITHARPER AVE I-94 2 = 171'

- 314 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' -3'' L 198348.88'2 -

CITY OF DETROITCHENE RMP TO I-94 E BD E GRND BLVD 3 = 183'


16' -3'' L 198348.88'2 -

IN DETROITLUCKY PLACE I-94 2 = 174'


16' -3'' L 198348.88'2 -

IN DETROITSAGINAW ST U-TRN I-94 2 = 161'


14' - 195847.57'

IN DETROITCONRAIL I-94 2 = 120'


16' - 195812.8'

IN DETROITSPRINGFIELD AVE WA I-94 4 = 197'

8 - 64' L 51.8' R 3'' RP03-82025 Main 303 MONO CONC PEDESTRIAN

15' - /2000 195812.8'

IN DETROITMALCOLM AVE WALKOV I-94 4 = 217'


14' - /2000 195812.8'

IN DETROITCOPLIN AVE WALKOVE I-94 4 = 176'


15' - /2000 195912.8'

IN DETROITNEWPORT AVE WALKOV I-94 4 = 188'


15' - /2000 195912.8'

IN DETROITPHILIP AVE WALKOVE I-94 4 = 166'


14' - /2000 195912.8'

IN DETROITLAKEPOINTE AV WALK I-94 4 = 177'


14' - /2000 195912.8'

IN DETROITCHATSWORTH RD WALK I-94 4 = 166'


14' - 195912.8'

IN DETROITBEDFORD RD WALKOVE I-94 4 = 164'


14' - /2000 195912.8'

IN DETROITBISHOP AVE WALKOVE I-94 4 = 174'


14' - /2000 195913.12'

IN HARPER WOODSKENOSHA AVE WALKOV I-94 2 = 173'


13' - /2000 195912.8'

IN HARPER WOODSWOODLAND AV WALKOV I-94 3 = 174'


14' - /2000 195912.8'

IN HARPER WOODSWOODMONT WALKOVERI-94 2 = 148'

- 315 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - /2000 195912.8'

IN HARPER WOODSKENMORE AVE WALKOV I-94 2 = 135'


14' - 195912.8'

IN HARPER WOODSBEAUFAIT AV WALKOV I-94 2 = 162'


14' - 1958111.55'8 -

IN DETROITM-3 (GRATIOT) I-94 4 = 284'


14' - 195767.59'4 -

IN DETROITCADILLAC AVE I-94 4 = 185'


14' - 195762.01'4 -

IN DETROITFRENCH ROAD I-94 4 = 171'


14' - /199610'' L 195859.71'4 -

IN DETROITSB CONNER AVE I-94 4 = 220'


14' - /2000 195857.09'4 -

IN DETROITNB CONNER AVE I-94 4 = 171'


14' - /1999 195862.01'2 -

IN DETROITBARRETT AVE I-94 4 = 171'


14' - /2000 195871.85'4 -

IN DETROITDICKERSON AVE I-94 4 = 164'


14' - /2000 195865.94'4 -

IN DETROITCHALMERS AVE I-94 4 = 165'


14' - /2000 195962.34'4 -

IN DETROITOUTER DRIVE NB I-94 4 = 166'


14' - /2000 195962.34'4 -

IN DETROITOUTER DRIVE SB I-94 4 = 166'


14' - /2000 195862.01'2 -

IN DETROITNOTTINGHAM RD I-94 4 = 165'


14' - /1997 195969.88'4 -



14' - /2000 195965.94'4 -

IN DETROITWHITTIER RD I-94 4 = 169'


14' - /2000 195971.85'4 -

IN DETROITCADIEUX AVE I-94 4 = 169'

- 316 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - /2000 195965.94'4 -

IN DETROITMORANG AVE I-94 4 = 165'


14' - /2000 195947.9'2 -



14' - 195966.93'4 -

IN DETROITMOROSS RD NB I-94 4 = 164'


14' - 195966.93'4 -

IN DETROITMOROSS RD SB I-94 4 = 164'

6 - 51.2' L 51.2' R 3'' RS17-82025 Main 432 BITUMINOUS HS20+Mod

14' - /2000 195957.09'2 -

IN HARPER WOODSWOODSIDE AVE I-94 4 = 157'


14' - /2000 195958.07'2 -

IN HARPER WOODSALLARD AVE I-94 4 = 161'


14' - /2000 195957.09'2 -

IN HARPER WOODSLOCHMORE AVE I-94 2 = 106'

6 - 51.2' L 51.2' R 5'' RS20-82025-3 Main 505 INTEG CONC HS20+Mod

14' - /2000 195982.35'5 -

IN HARPER WOODSM-102 EB I-94 4 = 169'

6 - 51.2' L 51.2' R 4'' RS20-82025-4 Main 505 INTEG CONC HS20+Mod

14' - /2000 195961.35'4 -

IN HARPER WOODSM-102 WB I-94 4 = 174'


14' - /19964'' L 196045.93'2 -

IN HARPER WOODSHARPER AVE. I-94 4 = 222'


15' - 196365.94'2 -

AT MACOMB CO LINE8 MI RD I-94 4 = 193'


14' - 195935.43'

IN DETROITCR RR I-94 2 = 127'


14' - 195920.01'

IN DETROITCR RR SPUR BR(ABN) I-94 2 = 125'

8 - 64.6' L 63' R 2'' RS02-82041 Main 332 BITUMINOUS 15' - HS20

15' -2'' L 196776.77'4 -

IN TAYLORECORSE RD US-24 4 = 158'


1.3 MI NE OF MONROE CO LIUS-24 SILVER CREEK 1 = 23'

C01-82051 Main 119 BITUMINOUS OTHER 19002 -1.7 MI NE OF FLATROCK

US-24 SMITH CREEK 1 = 17'

- 317 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' -6'' L 192632.15'

IN FLAT ROCKGTW RR US-24 4 = 162'

B01-82052 Main 532 LATEX CONC HS25 198682.68'4 -IN TAYLOR

US-24 BLAKLEY DRAIN 1 = 28'


IN TAYLORUS-24 NB SEXTON KILFOIL DRAIN 1 = 28'


IN TAYLORUS-24 SB SEXTON KILFOIL DRAIN 1 = 35'

B03-82052-1 Main 532 LATEX CONC HS25 198767.91'4 -IN DEARBORN HTS

US-24 NB ECORSE CR 1 = 33'


IN DEARBORN HTSUS-24 SB ECORSE CR 1 = 31'


IN TAYLORUS-24 SB FRANK & POET DRAIN 1 = 25'

C01-82052 Main 119 BITUMINOUS OTHER 190063.98'4 -4.3 MI SW OF ALLEN PARK

US-24 NB FRANK & POET DRAIN 1 = 12'

C02-82052 Main 119 BITUMINOUS OTHER 1900111.88'4 -4.6 MI NE OF FLATROCK

US-24 BROWNSTONE CREEK 1 = 17'

R01-82052 Main 332 INTEG CONC H20/1983 193561.68'4 -

4.5 MI N OF FLAT ROCKUS-24 CONRAIL 3 = 165'

8 - 62.3' L 63' R 0'' RX02-82052 Main 303 NONE RAILROAD

14' - /1967 193632.81'

IN TAYLORNS RR US-24 4 = 170'


14' - 193745.28'

IN DEARBORNCONRAIL US-24 2 = 109'

B01-82053 Main 302 MONO CONC H20/1959 1937124.34'8 -

IN DEARBORNUS-24 ROUGE R 1 = 61'

B02-82053-1 Main 505 LATEX CONC HS20 195966.93'3 -IN DEARBORN HTS

US-24 NB MIDDLE ROUGE R 2 = 124'

B02-82053-2 Main 505 LATEX CONC HS20 195960.7'3 - IN DEARBORN HTS

US-24 SB MIDDLE ROUGE R 2 = 124'


2.1 MI S OF M-5US-24 NB ROUGE R 2 = 124'

- 318 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



2.1 MI S OF M-5US-24 SB ROUGE R 2 = 124'


US-24 TELEGRAPH RD ROUGE R 1 = 83'

C01-82053 Main 119 BITUMINOUS OTHER 19002 -0.3 MI S OF PLYMOUTH ROAD

US-24 NO NAME 1 = 17'


15' - 19719.51'

Appr 201.7 MI N OF M-5FRISBEE ST WALKOVE US-24 15 = 473'


14' - 195961.02'3 -

IN DEARBORN HTSUS-24 SB HINES DR 3 = 132'


15' - 195967.26'3 -

IN DEARBORN HTSUS-24 NB HINES DR 3 = 132'

4 - 70.9' R 8'' RX01-82053-1 Main 303 NONE RAILROAD

13' - 196149.87'

0.5 MI N OF M-14CSX RR US-24 1 = 80'

4 - 63' R 4'' RX01-82053-2 Main 303 NONE 13' - RAILROAD

14' - /19618'' L 193649.87'

0.5 MI N OF M-14CSX RR US-24 SB 3 = 95'

B01-82061 Main 119 BITUMINOUS H15 192962.01'2 -2.3 MI E OF WASHTENAW COL

US-12 EB APPLE RUN DRAIN 1 = 24'

B02-82061 Main 119 BITUMINOUS H15 192962.01'2 -2.5 MI E OF WASHTENAW COL

US-12 WB APPLE RUN DRAIN 1 = 24'

C01-82061 Main 119 BITUMINOUS OTHER 190060.37'2 -4.3 M WEST OF WAYNE

US-12 EB MC KINSTRY DRAIN 1 = 14'

C02-82061 Main 119 BITUMINOUS OTHER 190067.91'2 -4.3 MI WEST OF WAYNE

US-12 WB MC KINSTRY DRAIN 1 = 16'

C03-82061 Main 119 MONO CONC OTHER 190060.37'2 -1.3 MI WEST OF WAYNE

US-12 EB NO NAME 1 = 12'

C04-82061 Main 119 NOT APPL OTHER 190061.02'2 -1.3 MI WEST OF WAYNE

US-12 WB NO NAME 1 = 12'


US-12 EB MC CLAUGHERY DRAIN 1 = 16'


US-12 WB MC CLAUGHERY DRAIN 1 = 16'

- 319 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - /1966 193147.24'

IN WAYNECSX RR US-12 3 = 170'

B01-82062 Main 332 BITUMINOUS HS20 196762.01'4 -IN DEARBORN

US-12 WB ROUGE R 5 = 370'

B02-82062 Main 332 BITUMINOUS HS20 196762.01'4 -IN DEARBORN

US-12EB ROUGE R 5 = 370'


14' - /1983 193762.99'4 -

IN DEARBORN OVER US-24US-12 EB US-24 2 = 95'


14' - /1983 193762.99'4 -

IN DEARBORN OVER US-24US-12 WB US-24 2 = 95'

10 - 85' L 85' R 6'' RS02-82062-3 Main 332 MONO CONC HS20

15' - 197074.15'5 -

IN DEARBORN OVER M-39US-12 EB M-39 4 = 243'

10 - 85' L 85' R 8'' RS02-82062-4 Main 332 MONO CONC HS20

14' - 197074.15'4 -

IN DEARBORN OVER M-39US-12 WB M-39 4 = 243'


14' - 1961143.04'10 -

IN DEARBORNGREENFIELD RD US-12 4 = 171'


13' -0'' L 194162.66'4 -

IN DETROITSCOTTEN AVE US-12 2 = 144'

8 - 45.6' L 45.6' R 8'' RX01-82062-5 Main 303 NONE RAILROAD

14' - 192761.02'

IN DEARBORN 12600 W MICHCSX RR US-12 4 = 132'


14' - 192732.15'

IN DEARBORNGTW RR US-12 4 = 139'


13' -11'' L 194158.73'

IN DETROITCONRAIL US-12 2 = 150'


14' -0'' L 194157.74'

IN DETROIT @ SCOTTEN 4000CONRAIL US-12 2 = 151'

B04-82071 Main 316 OTHER H20 192673.82'4 -Appr 392IN DETROIT 10400 FORT ST

M-85 ROUGE R 3 = 282'

C01-82071 Main 119 BITUMINOUS OTHER 190072.51'4 -4.1 MI NE OF FLAT ROCK

I-75 CONN. BROWNSTOWN CREEK 1 = 12'

R06-82071 Main 332 BITUMINOUS HS20/1955 192498.75'6 -

IN DETROITM-85 CONRAIL (ABN) 3 = 110'

- 320 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - 196624.93'

IN LINCOLN PARKCONRAIL I-75 RAMP C& NB OLD 25 2 = 188'

R01-82072 Main 342 INTEG CONC H20/1970 1929119.75'4 -

IN DETROITM-3 (GRATIOT AVE) GTW RR 2 = 85'

R01-82073 Main 302 BITUMINOUS HS20+Mod 1928104'6 -FORT ST

M-85 (FORT ST) N.&W.R.R. 7 = 308'


15' - 1928104'6 -

FORT STM-85 (FORT ST) PLEASANT ST 3 = 73'


13' - 1928104'6 -

FORT STM-85 (FORT ST) SANDERS ST 3 = 73'

6 - 39' L 39' R 4'' RX01-82073 Main 303 NOT APPL RAILROAD

14' - 192962.99'

FORT ST WEST OF DEARBORNCONRAIL & C&O RRS M-85 (FORT ST) 4 = 236'


13' - 192446.26'

FORT ST WEST OF LAWNDALENORFOLK & WEST RR M-85 (FORT ST) 4 = 183'


13' - 192463.98'

FORT ST WEST OF LAWNDALECONRAIL M-85 (FORT ST) 4 = 183'


3.3 MI E OF WASHTENAW COLM-153 FELLOWS CR 1 = 28'

B04-82081 Main 382 LATEX CONC HS20 197165.62'4 -IN DEARBORN

M-153 WB ROUGE R 3 = 290'

B05-82081 Main 382 LATEX CONC HS20 197165.62'4 -IN DEARBORN

M-153 EB ROUGE R 3 = 290'

C01-82081 Main 119 BITUMINOUS OTHER 190043.31'3 -4.4 MI W OF GARDEN CITY

M-153 WILLOW CREEK 1 = 18'

10 - 98.1' L 98.1' R 0'' RP01-82081 Main 310 OTHER PEDESTRIAN

15' - 19747.87'

Appr 300IN DEARBORNPED X-OVER M-153 6 = 265'

R03-82081 Main 482 LATEX CONC HS20 198271.92'5 -Appr 5321M E OF I-275 IN WESTLAND

M-153 C&O RR 13 = 1141'


14' - 1998129.92'8 -

IN DEARBORNM-153 M-39 4 = 236'


13' -9'' L 194054.13'2 -

IN DEARBORNMILLER RD M-153 2 = 111'

- 321 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 1961150.92'8 -

IN DEARBORNGREENFIELD RD M-153 2 = 109'


14' - 197165.62'4 -

IN DEARBORN OVER HINES DRM-153 EB HINES DR 2 = 170'


14' - 197165.62'4 -

IN DEARBORN OVER HINES DRM-153 WB HINES DR 2 = 168'


14' - 197262.34'4 -

IN DEARBORNEVERGREEN RD NB M-153 2 = 233'


14' - 197262.34'4 -

IN DEARBORNEVERGREEN RD SB M-153 2 = 233'


14' -10'' L 197363.98'

DEARBORN,300' W OF OAKMANCSX RR M-153 2 = 189'


13' - 194131.82'

DEARBORN, E OF MILLERCR RR M-153 2 = 117'


14' - /1994 1957118.44'8 -

IN DEARBORNOLD M-39-SCHAEFER ENT TO FORD PLANT 4 = 171'

B01-82101 Main 505 BITUMINOUS HS20 195948.23'2 - .3 MI E OF WASHTENAW CO L

OLD M-14 FELLOWS CR 1 = 25'

B02-82101 Main 101 BITUMINOUS H20 192631.82'2 - 2.7 MI E OF WASHTENAW CO

M-14 WILLOW CR 1 = 26'

B03-82101 Main 111 BITUMINOUS H20 192543.96'2 -IN LIVONIA

OLD M-14 MIDDLE ROUGE RIVER 1 = 77'

C01-82101 Main 119 BITUMINOUS HS20 19264 -0.3 MI E MAIN ST,PLYMOUTH

M-14 (OLD) TONQUISH CREEK 1 = 20'


16' - 197510.5'

0.8 MI E OF I=275PED CROSSING OLD M-14 ANN ARBOR ROAD 3 = 120'


13' - 194865.94'4 -

IN LIVONIAHINES DRIVE OLD M-14 (ANN ARBOR RD) 1 = 73'


13' - /1951 193519.36'

1.2 MI W OF LIVONIAC&O RR OLD M-14 (ANN ARBOR RD) 3 = 86'

B01-82102 Main 382 LATEX CONC HS25 1976137.47'6 -0.3 MI WEST OF PLYMOUTH

M-14 ROUGE RIVER 1 = 118'

- 322 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 19769.84'

0.4 MI N OF PLYMOUTHBIKEWAY STRUCTURE EDWARD HINES DRIVE 1 = 124'

R01-82102 Main 382 LATEX CONC HS25 197663.65'3 -1.5 MI W OF PLYMOUTH

M-14WB C&O RR 3 = 287'

R03-82102 Main 382 LATEX CONC HS25 197663.65'3 -1.5 MI W OF PLYMOUTH

M-14EB CSX RR 3 = 321'


17' -9'' L 197777.76'4 -

0.6MI W OF W LTS LIVONIAHAGGERTY ROAD M-14 3 = 255'


17' -3'' L 197547.9'2 -

3 MI W OF PLYMOUTHNAPIER ROAD M-14 4 = 305'


16' -2'' L 197648.23'2 -

2.5 MI W OF PLYMOUTHN. TERRITORIAL RD M-14 4 = 362'


19' -7'' L 197648.23'2 -

2.0 MI W OF PLYMOUTHRIDGE ROAD M-14 4 = 347'


16' -0'' L 197693.5'6 -

1.0 MI W. OF PLYMOUTHBECK ROAD M-14 2 = 276'


14' - 197671.52'4 -

1.2 MI W OF PLYMOUTHM-14 WB SHELDON ROAD 4 = 252'


17' -0'' L 197637.07'2 -

0.9 MI W OF PLYMOUTHRAMP B (EB) M-14 4 = 220'


17' -0'' L 197629.2'2 -

0.9 MI W OF PLYMOUTHRAMP A (WB) M-14 4 = 220'


15' - 1976123.69'6 -

0.4 MI WEST OF PLYMOUTHM-14 EDWARD HINES DRIVE 1 = 129'


17' -5'' L 197678.41'4 -

0.2 MI W OF PLYMOUTHNORTHVILLE RD. M-14 4 = 208'


16' -5'' L 197641.99'2 -

0.3 MI NORTH OF PLYMOUTHROBINWOOD DR. M-14 2 = 181'


16' -1'' L 197765.94'4 -

1.0MI W OF W CTY LTS LIVOSCHOOLCRAFT CONN. M-14 2 = 289'


17' - 197671.52'4 -

1.2 MI. W OF PLYMOUTHM-14 EB SHELDON ROAD 4 = 260'

- 323 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


6 - 57.7' L 61' R 6'' RX02-82102 Main 352 NONE 16' - RAILROAD

17' -2'' L 197651.51'

0.5 MI NORTH OF PLYMOUTHC&O RR M-14 2 = 148'


14' -6'' L 199637.07'2 -

CITY OF HIGHLAND PARKWOODWARD AVE UTURNM-8, DAVISON FWY 2 = 203'


14' -6'' L 1996103.35'5 -

HIGHLAND PARK E/LODGE FWYHAMILTON AVENUE M-8, DAVISON FWY 2 = 184'


14' -6'' L 199650.2'5 -

HIGHLAND PARK E/HAMILTONTHIRD AVENUE M-8, DAVISON FWY 2 = 213'


14' -6'' L 199674.48'4 -

HIGHLAND PARK W/WOODWARDSECOND AVENUE M-8, DAVISON FWY 2 = 234'


14' - 19719.51'

IN DETROITCHAREST AVE WALKOV M-8 2 = 240'


14' -6'' L 199650.2'4 -

HIGHLAND PARK E/WOODWARDJOHN R STREET M-8, DAVISON FWY 2 = 213'


14' - 197162.66'4 -

IN HIGHLAND PARKSB OAKLAND AVENUE M-8, DAVISON FWY 5 = 264'


14' - 197147.9'3 -

IN DETROIT O S SERVICE RDPROP M14 WB RAMP S SERVICE RD 3 = 210'


14' - 197138.39'2 -

IN DETROIT M-14 WB RAMPN SERVICE RD PROP M-14 WB RAMP 1 = 122'


15' - 197181.36'4 -

IN DETROITJOSEPH CAMPAU M-8 2 = 170'


14' - 197159.38'3 -

IN DETROITGODDARD AVENUE M-8 2 = 217'


14' - 197162.66'4 -

IN HIGHLAND PARKNB OAKLAND AVENUE M-8, DAVISON FWY 5 = 264'


15' -1'' L 195413.78'

IN DETROITPORTER ST WALKOVER M-10 2 = 196'


19' -1'' L 195413.78'

IN DETROITELIZABETH ST WALK M-10 4 = 316'


14' - 195313.78'

IN DETROITSPRUCE ST WALKOVER M-10 4 = 199'

- 324 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 195310.5'

IN DETROITSELDEN AVE WALKOVE M-10 2 = 125'


14' - 195313.78'

IN DETROITCANFIELD AV WALKOV M-10 2 = 148'


14' - 195313.78'

Appr 101IN DETROITMERRICK AVE WALKOV M-10 12 = 318'


14' - 198016.73'

IN DETROITJOE L WALKWAY M-10 LODGE FWY 5 = 373'


14' - /19964'' L 195946.26'2 -

IN DETROITMONROE AVE I-375 4 = 182'


14' - /19903'' L 1960113.85'6 -

IN DETROITLAFAYETTE AVE I-375 4 = 185'


14' -7'' L 1960113.85'5 -

IN DETROITLARNED ST I-375 4 = 166'


15' - 196259.38'4 -

IN DETROITJEFFERSON AVE I-375 2 = 137'


14' - 196268.9'4 -

IN DETROITHASTINGS I-375 2 = 111'


14' -1'' L 1958201.77'6 -

IN DETROITWASHINGTON ST M-10 2 = 103'


14' - /1987 195940.68'1 -

IN DETROITLARNED ST RAMP M-10 NB 1 = 102'


14' -0'' L 1958101.05'6 -

IN DETROITM-85 (FORT ST,) M-10 2 = 110'


14' - /19975'' L 195281.69'4 -

IN DETROITLAFAYETTE BLVD M-10 2 = 117'


14' -0'' L 195362.01'3 -

IN DETROITHOWARD ST M-10 2 = 123'


14' - /1997 1954122.05'9 -

IN DETROITUS-12 M-10 NB 1 = 64'


14' - /1997 1954122.05'9 -

IN DETROITUS-12 M-10 SB 1 = 66'

- 325 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - /1997 195480.71'4 -

IN DETROITBAGLEY AV RAMPS M-10 1 = 78'


14' - /1996 1953162.4'10 -

IN DETROITGRAND RIVER AVE M-10 2 = 161'


14' - 1952113.85'4 -

IN DETROITM L KING (STIMSON) M-10 2 = 111'


14' - 1950103.02'6 -

IN DETROITFOREST AVE M-10 2 = 111'


13' - /1996 1950139.76'10 -

IN DETROITWARREN AV M-10 2 = 127'


14' - 198040.68'2 -

IN CITY OF DETROITRAMP FROM M-10 JEFFERSON AVE 11 = 822'


14' - 198742.98'2 -

IN CITY OF DETROITM-10 SB W.B.JEFFERSON AVE 1 = 82'

6 - 46.3' L 46.3' R 2'' RX01-82111 Main 452 OTHER RAILROAD

14' - 1950112.2'

IN DETROITW C C C RR (ABN) M-10 2 = 120'

6 - 46.3' L 46.3' R 2'' RX01-82111-5 Main 452 OTHER RAILROAD

14' - 195066.93'

IN DETROITRR PARK'GDECK(ABN) M-10 2 = 118'

6 - 46.3' L 47.2' R 3'' RX01-82111-6 Main 425 MONO CONC PEDESTRIAN

14' - 19509.84'

IN DETROITRR PEDESTRIAN WALK M-10 2 = 122'


13' -2'' L 195013.78'

Appr 101IN DETROITHOLDEN AVE WALKOVE M-10 10 = 289'


14' - 195513.78'

IN DETROITPINGREE AV WALKOVE M-10 4 = 203'


14' - 195513.78'

IN DETROITGLADSTONE AVE WALK M-10 2 = 172'


14' -8'' L 195514.11'

IN DETROITMONTEREY AV WALKOV M-10 1 = 146'


14' -1'' L 195513.78'

IN DETROITHIGHLAND AV WALKOV M-10 1 = 131'


14' -0'' L 195614.11'

IN DETROITFORD AVE WALKOVER M-10 2 = 184'

- 326 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 195613.78'

IN DETROITLOG CABIN AV WALKO M-10 2 = 162'


14' - 195612.8'

IN DETROITBAYLIS AVE WALKOVE M-10 2 = 157'


14' - 195514.11'

IN DETROITALDEN AVE WALKOVER M-10 2 = 185'


14' - 195513.78'

IN DETROITMUIRLAND AV WALKOV M-10 2 = 149'


14' - 195513.78'

IN DETROITTULLER AVE WALKOVE M-10 2 = 160'


17' - 195513.12'

IN DETROITNORTHLAWN AV WALKO M-10 2 = 176'


14' - 195513.12'

IN DETROITWISCONSIN AVE WALK M-10 2 = 175'


13' - 196412.14'

IN DETROITMARGARETA AVE WALK M-10 2 = 109'


14' - 194969.23'4 -

IN DETROITMILWAUKEE AVE M-10 2 = 111'


14' - 1950160.43'9 -

IN DETROITW GRAND BOULEVARD M-10 2 = 112'


14' - 195463.98'4 -

IN DETROITPALLISTER AVENUE M-10 2 = 139'


14' - 195467.91'4 -

IN DETROITSEWARD AVENUE M-10 2 = 143'


14' - 195467.91'4 -

IN DETROITEUCLID AVENUE M-10 2 = 144'


14' - 195488.58'3 -

IN DETROITCLAIRMOUNT AVENUE M-10 2 = 136'


14' - 195450.52'3 -

0.1 MILES E. OF CHICAGO BHAMILTON AVENUE M-10 4 = 278'

6 - 51.2' L 51.2' R 2'' RS08-82112 Main 432 LS CONC HS20

14' - 1955117.78'6 -

IN DETROITCHICAGO BLVD M-10 4 = 225'

- 327 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 195567.91'4 -

IN DETROITCALVERT AVE M-10 4 = 171'


14' - 195575.79'5 -

IN DETROITWEBB AVE M-10 4 = 166'


14' -4'' L 195567.91'4 -

IN DETROITGLENDALE AVE M-10 4 = 170'


/19966'' L 195647.57'2 -

IN DETROIT OVER M-10SBEB DAVISON M-8 M-10SB 5 = 219'


14' - 195672.83'4 -

IN DETROITM-10 NB DAVISON (M-8) 8 = 473'


14' - /1996 195728.54'1 -

IN DETROITM-10 RAMP EB DAVISON (M-8) 4 = 302'


15' - /1996 195647.9'2 -

IN DETROITWB DAVISON (M-8) M-10SB 4 = 213'


18' -0'' L 195732.15'1 -

IN DETROITNB TO WB DAVISON M-10 SB 3 = 175'

7 - 63' L 63' R 3'' RS17-82112 Main 432 BITUMINOUS 14' - HS20

14' -5'' L 1955122.05'4 -

IN DETROITOAKMAN BLVD M-10 2 = 148'


15' -2'' L 195767.91'4 -

IN DETROITROSA PARKS BLVD. M-10 2 = 141'


14' - 195571.85'4 -

IN DETROITLINWOOD AVE M-10 JOHN LODGE (EXPWY) 4 = 167'


14' - 195567.91'4 -

IN DETROITDEXTER-BELDEN AVE. M-10 JOHN LODGE(EXPWY) 4 = 173'


14' - 1955122.05'8 -

IN DETROITLIVERNOIS AVE M-10 2 = 123'


14' - 195567.91'4 -

IN DETROITGREENLAWN AVE M-10 4 = 163'


14' - /1989 195579.72'5 -

IN DETROITWYOMING AVE M-10 5 = 234'


14' - 196399.41'4 -

IN DETROITPURITAN AVE M-10 2 = 133'

- 328 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 196378.41'4 -

IN DETROITMYERS RD M-10 2 = 209'


14' - 196320.34'1 -

IN DETROITMYERS RD TURNAROUN M-10 2 = 111'


14' - 1964121.39'8 -

IN DETROITMCNICHOLS RD M-10 2 = 134'


14' - 196458.73'4 -

IN DETROITOUTER DRIVE EB M-10 2 = 110'


14' - 196474.15'5 -

IN DETROITOUTER DRIVE WB M-10 2 = 110'


15' - 196478.41'4 -

IN DETROITSCHAFFER M-10 2 = 179'


15' - 196420.34'1 -

IN DETROITSCHAEFER SE TURN M-10 2 = 111'


15' - 196420.34'1 -

IN DETROITSCHAEFER NW TURN M-10 2 = 111'


14' - 1964121.39'8 -

IN DETROIT7 MI RD M-10 2 = 136'


15' - 196368.24'4 -

IN DETROITVASSAR DRIVE M-10 2 = 111'


14' - 196368.24'4 -

IN DETROITPEMBROKE AVE M-10 2 = 140'

6 - 51.5' L 51.5' R 3'' RS32-82112 Main 332 MONO CONC 15' - OTHER

15' -10'' L 196494.16'4 -

IN DETROITGREENFIELD RD M-10 2 = 162'


16' - 196420.34'1 -

IN DETROITGREENFIELD RD TURN M-10 2 = 111'


18' - 196335.1'2 -

IN DETROIT AT FORRER AVNEWJERSEY TRN(M10) M-10 2 = 157'


17' - 196521.65'1 -

N LTS OF DETROITM-102 RAMP M-10 RAMP 1 = 60'


15' - 196535.1'2 -

N LTS OF DETROITM-102 WB SERV RD M-10 3 = 214'

- 329 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - 196553.81'2 -

N LTS OF DETROITM-102 EB SERV RD M-10 3 = 216'


14' - 196591.21'6 -

Appr 382IN DETROITM-102 M-10 & RAMPS 15 = 1838'


14' - 196421.33'1 -

IN DETROITGREENFIELD RD LT T M-10 2 = 111'


14' - 198743.96'2 -

IN DETROITLIVERNOIS AVE M-10 2 = 116'


14' - 194950.52'

IN DETROITCONRAIL M-10 2 = 143'


14' - 194934.78'

IN DETROITGTW RR M-10 2 = 142'

7 - 62' L 67.9' R 9'' RX02-82112-6 Main 352 NOT APPL 14' - RAILROAD

13' -3'' L 195717.72'

IN DETROITCONRAIL M-10 2 = 155'

B01-82121 Main 104 MONO CONC H20/1928 191481.04'4 -

IN DETROITM-5 EB ROUGE R 2 = 86'

B02-82121 Main 104 MONO CONC H20/1950 192564.3'4 -

IN DETROITM-5 WB ROUGE R 2 = 85'

2 - P01-82121 Main 332 MONO CONC PEDESTRIAN 19899.84'

IN DETROITPED @ BOOK BLDG M-5 GRAND RIVER 1 = 74'

2 - P02-82121 Main 362 MONO CONC PEDESTRIAN 198621.98'

NEAR GREENFIELDPED @ JORDAN COLL GRAND RIVER (M-5) 1 = 21'


13' - 193647.9'

IN DETROIT (E BRIDGE)CONRAIL GRAND RIVER AVE 1 = 112'

7 - 82' R 0'' RX01-82121-8 Main 303 NOT APPL RAILROAD

13' - 193647.9'

IN DETROIT (W BRIDGE)GTW RR GRAND RIVER AVE 1 = 112'

B01-82122 Main 332 MONO CONC HS20+Mod 197039.7'2 -IN DETROIT

I-96 EB SERV RD ROUGE RIVER 3 = 270'


I-96 ROUGE RIVER 3 = 270'


I-96 WB SERV RD ROUGE RIVER 3 = 270'

- 330 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - 19719.84'

Appr 101IN DETROITBENTLER PED X-OVER I-96 9 = 398'


16' - 19718.86'

IN DETROITSTOUT AVE PED X-OV I-96 4 = 293'

10 - 82.3' L 83' R 4'' RP03-82122 Main 432 MONO CONC PEDESTRIAN

16' - 19748.86'

IN REDFORD TWPMINOCK PED X-OVER I-96 2 = 214'


16' - 197192.19'7 -

IN DETROITEVERGREEN RD I-96 & CSX RR 19 = 1346'

R01-82122-6 Main 332 MONO CONC HS20 197139.7'2 -IN DET,CONN TO EVERGREEN

S SERVICE RD LAND 5 = 250'


14' -8'' L 197137.73'2 -

IN LIVONIASCHOOLCRAFT RD I-96 3 = 377'


15' -1'' L 197476.12'5 -

IN LIVONIANEWBURGH RD I-96 2 = 179'


15' -9'' L 197476.12'5 -

IN LIVONIALEVAN RD I-96 2 = 179'


14' -10'' L 197446.26'2 -

IN LIVONIAYALE AVE I-96 2 = 176'


14' -2'' L 197466.27'4 -

IN LIVONIASTARK RD I-96 2 = 182'


14' -10'' L 197482.35'5 -

IN LIVONIAFARMINGTON RD I-96 2 = 179'


14' -4'' L 197446.26'2 -

IN LIVONIABROOKFIELD AVE I-96 2 = 176'


14' -9'' L 197449.87'2 -

IN LIVONIABERWICK RD LFT TRN I-96 2 = 176'


15' - 197478.41'5 -

IN LIVONIAMERRIMAN RD I-96 2 = 177'


14' - 197446.26'2 -

IN LIVONIAWARNER COURT I-96 2 = 176'


15' - 1971106.3'7 -

IN LIVONIAMIDDLEBELT RD I-96 2 = 167'

- 331 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 197174.15'4 -

IN LIVONIARACE TRACK ENT. I-96 2 = 158'


14' - 197148.23'2 -

IN LIVONIACARDWELL RD I-96 2 = 178'


14' - 197182.35'5 -

E LTS OF LIVONIAINKSTER RD I-96 2 = 167'


14' - 197449.87'2 -

IN REDFORD TWPBREAKFAST U-TRN LN I-96 2 = 200'


16' - 197482.35'5 -

IN REDFORD TWPBEECH DALY RD I-96 2 = 177'


14' - 197449.87'2 -

IN REDFORD TWPGARFIELD ST U-TRN I-96 2 = 200'


14' - 197448.23'2 -

IN REDFORD TWPFENTON ST I-96 2 = 207'


14' - 197089.24'6 -

W LTS OF DETROITUS-24 TELEGRAPH RD I-96 7 = 900'


14' - 197072.51'4 -

IN DETROITNB SERV RD I-96 2 = 166'


14' - 197072.51'4 -

IN DETROITSB SERV RD I-96 2 = 166'


14' - 197059.38'2 -

IN DETROITVIRGIL ST I-96 2 = 239'


14' - 1970169.95'10 -

IN DETROITOUTER DRIVE I-96 2 = 231'


14' - 197070.21'4 -

IN DETROITBURT RD I-96 4 = 277'


14' - 197042.98'2 -

IN DETROITSCHOOLCRAFT X-OVER I-96 4 = 382'


15' - 197041.67'2 -

IN DETROITGLENDALE AVE I-96 4 = 253'


14' - 197331.5'2 -

IN DETROITINDUSTRIAL AVE I-96 4 = 252'

- 332 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 197346.26'2 -

IN REDFORD TWP.BERWYN STREET I-96 2 = 220'


14' - 197323.62'2 -

IN LIVONIAMERRIMAN ROAD LT T I-96 2 = 176'


14' - 197323.62'2 -

IN LIVONIAMERRIMAN ROAD LT T I-96 2 = 176'


14' - 197348.23'2 -

IN LIVONIAMELVIN I-96 2 = 172'


14' - 197133.46'2 -

IN LIVONIALFT TRN W MIDLBELT I-96 2 = 167'


14' - 197133.46'2 -

IN LIVONIALFT TRN E MIDLBELT I-96 2 = 167'


14' - 197123.62'1 -

@ E LTS OF LIVONIALFT TRN W INKSTER I-96 2 = 167'


14' - 197123.62'2 -

@ E LTS OF LIVONIALFT TRN E INKSTER I-96 2 = 167'


14' - 197423.62'2 -

IN REDFORD TWPLFT TRN W BEECH DL I-96 2 = 177'


14' - 197423.62'1 -

IN REDFORD TWPLFT TRN E BEECH DL I-96 2 = 177'


15' -10'' L 197433.46'2 -

IN LIVONIALFT TRN W OF LEVAN I-96 2 = 176'


14' - 197433.46'2 -

IN LIVONIALFT TRN E OF LEVAN I-96 2 = 176'


14' -1'' L 197423.62'2 -

IN LIVONIAFARMINGTON LFT TRN I-96 2 = 176'


14' -0'' L 197433.46'2 -

IN LIVONIAFARMINGTON LFT TRN I-96 2 = 176'


14' -9'' L 197448.23'3 -

IN LIVONIAWAYNE RD I-96 2 = 176'


15' -3'' L 197449.87'2 -

IN LIVONIANEWBURGH DBL U-TRN I-96 2 = 176'

- 333 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' -10'' L 197423.62'2 -

IN LIVONIANEWBURGH E LFT TRN I-96 2 = 176'


14' - 197478.74'

IN DETROIT E OF EVERGREENCSX RR I-96 5 = 500'


14' - 197227.23'

IN DETROIT E OF EVERGREENCSX RR I-96 4 = 317'


15' -0'' L 19719.84'

Appr 101IN DETROITSORENTO PED X-OVER I-96 5 = 412'


15' -0'' L 19719.84'

Appr 101IN DETROITMENDOTA PED X-OVER I-96 5 = 370'


17' -0'' L 19719.51'

Appr 101IN DETROITCHERRYLAWN PED X-O I-96 10 = 710'


16' -0'' L 19728.86'

Appr 101IN DETROITCLARENDON AV WALKO I-96 5 = 254'


14' -9'' L 19728.86'

Appr 101IN DETROITIVANHOE AVE WALKOV I-96 6 = 183'

10 - 83' L 83' R 7'' RP06-82123 Main 403 MONO CONC 15' - PEDESTRIAN

15' -7'' L 19728.86'

Appr 101IN DETROITROOSEVELT WALKOVER I-96 4 = 246'


16' - 19739.84'

IN DETROITMANSFIELD PED X-OV I-96 & C&O RR 8 = 687'


19' - 197528.87'1 -

DETROITSB TO WB TURN RDWY CSX RR & FULLERTON AVE 3 = 279'


14' - 197339.04'2 -

IN DETROITTURN.RDWY.3RD.LEVL CSX RR & I-96 RDWYS. 16 = 1334'

4 - 26.9' L 39' R 6'' RR03-82123 Main 482 MONO CONC HS20

14' - 197329.2'1 -

DETROITTURN.RDWY.4TH.LEVL CSX RR & 3RD.LEVEL T.RD 25 = 1982'

4 - 79.7' R 0'' RR04-82123 Main 482 LATEX CONC HS20

41' - 197339.37'1 -

DETROITWB TO NB TURN RDWY CSX RAILROAD-FULLERTON 2 = 249'


14' - 1972103.35'7 -

IN DETROITGREENFIELD RD I-96 & CSX RR 13 = 874'

R05-82123-5 Main 332 MONO CONC HS20 197339.7'2 -IN DETROIT

ON RAMP @ GRNFLD. LAND 3 = 244'

- 334 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


R05-82123-8 Main 332 MONO CONC HS20 197328.22'1 -IN DETROIT

OFF RAMP @ GRNFLD. LAND 5 = 355'


19' - 197228.87'1 -

IN DETROITTURN RDWY EB TO SB WB&U-TURN SERVICE ROADS 5 = 372'


14' - 197239.37'2 -

IN DETROITWB TO SB TURN RDWY 3RD LEVEL TURN.RDWY 17 = 1203'


14' - 197228.54'2 -

IN DETROITTURN.RDWY 3RD LEVL I-96 ROADWAYS 18 = 1400'


14' - 197034.12'2 -

IN DETROITU-TRN SERV RD M-39(SOUTHFIELD EXPR) 4 = 242'


15' - 197065.62'3 -

IN DETROITI-96 EB COLLECTOR M-39(SOUTHFILD EXPR) 4 = 234'


16' - 197060.04'3 -

IN DETROITI-96 EB MAIN RDWY M-39(SOUTHFIELD EXPR) 4 = 218'


21' - 197072.18'3 -

IN DETROITI-96 WB COLLECTOR M-39 (SOUTHFIELD EXPR) 4 = 193'


14' - 197039.37'2 -

IN DETROITI-96 RAMP NB TO EB M-39 RAMP & E SERVICE RD 6 = 372'


17' - 197060.04'3 -

IN DETROITI-96 WB MAIN RDWY M-39 (SOUTHFIELD EXPR) 4 = 208'

S10-82123 Main 382 MONO CONC HS20 197351.51'2 -Appr 101IN DETROIT

I-96 RAMP NONE-RAISED RAMP 15 = 1096'


14' - 197327.89'1 -

IN DETROITI-96 RAMP E B SERVICE RD 8 = 624'

S11-82123 Main 332 MONO CONC HS20 197351.51'3 -Appr 101IN DETROIT

I-96 RAMP LAND 18 = 1236'


13' - 197327.89'1 -

IN DETROITI-96 RAMP W B SERVICE RD 6 = 626'


14' - 197066.27'4 -

IN DETROITHUBBELL AVE I-96 (JEFFRIES FRWY) 4 = 281'


15' - 197061.68'4 -

IN DETROITFULLERTON AVE I-96 (JEFFRIES FRWY) 4 = 331'

- 335 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' -3'' L 197181.36'5 -

IN DETROITSCHAEFER RD I-96 (JEFFRIES FRWY) 4 = 286'


15' -0'' L 197135.76'2 -

IN DETROITGR RIV LT TRN(M-5) I-96 (JEFFRIES FRWY) 4 = 284'


15' -9'' L 1971103.35'6 -

IN DETROITGRAND RIVER AVE I-96 (JEFFRIES FRWY) 4 = 392'


14' -8'' L 197166.27'4 -

IN DETROITMEYERS RD I-96 (JEFFRIES FRWY) 4 = 305'


15' -5'' L 197199.74'5 -

IN DETROITWYOMING AVE I-96 (JEFFRIES FRWY) 4 = 303'


14' - 1971128.28'6 -

IN DETROITI-96 (JEFFRIES) M-8 1 = 180'


15' - 197146.26'2 -

IN DETROITI-96 WB COLLECTOR M-8 2 = 338'


15' - 197429.2'1 -

IN DETROITI-96 W DAV TO E.JE M-8 2 = 193'


15' -7'' L 197129.2'1 -

IN DETROITWB DAV TO EB JEFFR I-96 JEFFRIES FREEWAY 2 = 243'


17' -6'' L 197170.21'4 -

IN DETROITFULLERTON AVE I-96 (JEFFRIES FRWY) 2 = 228'


16' - 197150.85'2 -

IN DETROITOAKMAN BLVD EB I-96 (JEFFRIES FRWY) 2 = 233'


14' - 197150.85'2 -

IN DETROITOAKMAN BLVD WB I-96 (JEFFRIES FRWY) 2 = 233'


15' -2'' L 197259.38'3 -

IN DETROITELMHURST AVE I-96 2 = 155'


15' -0'' L 197226.9'1 -

IN DETROITU-TURN N OF G RIV I-96 2 = 174'


15' -0'' L 1972103.35'7 -

IN DETROITGRAND RIVER AVE I-96 2 = 307'


13' -0'' L 200062.34'3 -

IN DETROITWEST CHICAGO AVE I-96 2 = 174'

- 336 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' -7'' L 1972114.17'8 -



14' -3'' L 197235.76'2 -

IN DETROITLIVERNOIS LEFT TUR I-96 2 = 174'


14' -0'' L 197241.67'2 -

IN DETROITUNDERWOOD AVE I-96 2 = 174'


14' - 197270.21'4 -

IN DETROITJOY RD I-96 2 = 175'


15' -7'' L 197255.12'3 -

IN DETROITMAPLEWOOD AVE I-96 2 = 199'


14' - 197246.26'2 -

IN DETROITPACIFIC AVE I-96 2 = 222'


15' -2'' L 197253.15'3 -

IN DETROITW GD BLVD & TIREMA I-96 2 = 180'


14' - /19962'' L 197253.15'3 -

IN DETROITW GD BLVD&TIREMAN I-96 2 = 193'


14' -5'' L 197170.21'4 -

IN DETROITMC GRAW AVE I-96 4 = 332'


14' - 1971145.67'8 -

IN DETROITI-96 RAMP FROM I-94 1 = 56'


14' - 1971145.67'8 -

IN DETROITI-96 RAMP TO I-94 1 = 39'


15' - 197128.22'1 -

IN DETROITI-96EB TO I94EB RA I-96 13 = 1045'


14' - 197142.98'2 -

IN DETROITI96WB TO I94WB RAM I-96 & RAMP 10 = 757'


14' - 197126.9'1 -

IN DETROIT OVER I94WB TOGD RIV ENT TO I94W RAMP TO I-94 3 = 150'


16' - 197129.2'1 -

IN DETROITI94EB RAMP TO I96W I-94 3 = 226'


15' - 197128.22'1 -

IN DETROITI94WB RAMP TO I96E I-94 4 = 211'

- 337 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - 1971145.67'8 -

IN DETROITI-96 I-94 3 = 212'


14' - 197126.9'1 -

IN DETROITGRD RIV AVE EXIT R I-96 RAMP 3 = 136'


15' - 197126.9'1 -

IN DETROITWARREN AV EXIT RMP I-96 RAMP 2 = 148'


14' - 197127.89'1 -

IN DETROITWARREN AV ENT RAMP I-96 RAMP 2 = 167'


14' -5'' L 197266.27'4 -

IN DETROITSCOTTEN AVE I-96 2 = 177'


14' - 197135.1'2 -

IN DETROITEB DAVISON (M-8) I-96 WYOMING EXIT RAMP 1 = 122'


14' - 197034.78'

IN DETROITCSX RR I-96 (JEFFRIES FRWY) 4 = 650'


15' - 197251.84'

IN DETROITCONRAIL I-96 (JEFFRIES FRWY) 4 = 295'


16' - 197223.29'

IN DETROITCONRAIL SPUR I-96 (JEFFRIES FRWY) 4 = 287'


15' - 197120.01'

IN DETROITCONRAIL (ABN) I-96 (JEFFRIES FRWY) 2 = 154'


16' -11'' L 197120.01'

IN DETROITCONRAIL (ABN) I-96 (JEFFRIES FRWY) 2 = 246'


14' -10'' L 19718.86'

Appr 101IN DETROITSELDEN AV WALKOVER I-96 4 = 222'


14' -4'' L 1971103.35'6 -



14' -0'' L 197166.27'4 -

IN DETROITBUCHANAN ST I-96 4 = 237'


14' -5'' L 1971116.14'6 -

IN DETROITMYRTLE ST I-96 2 = 174'


15' -3'' L 197135.76'

IN DETROITGTW RR I-96 (JEFFRIES) 2 = 234'

- 338 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' -8'' L 197147.9'

IN DETROITCONRAIL I-96(JEFFRIES) 2 = 232'


14' - 197481.69'5 -

IN LIVONIAI-96 EB. EIGHT MILE RD 2 = 166'


14' - 197481.69'5 -

IN LIVONIAI-96 WB EIGHT MILE RD 2 = 166'


15' - 197484.32'4 -

IN LIVONIASEVEN MILE RD I-96 4 = 307'


16' - 197478.41'4 -

IN LIVONIASIX MILE RD I-96 4 = 307'


14' -6'' L 1996104'8 -

IN HIGHLAND PARKWOODARD AVE, M-1 M-8, DAVISON FWY 2 = 193'

8 - 89.9' R 0'' RX01-82131-5 Main 303 NOT APPL RAILROAD

13' - 193537.73'

Appr 101IN DETROITGTW RR M-1 3 = 126'


13' - 193555.77'

Appr 101IN DETROITCONRAIL M-1 3 = 126'


13' - 193642.98'

Appr 101IN HIGHLAND PARKCR RR M-1 3 = 126'


0.1 MI W OF US-24M-102 EB ROUGE R 1 = 70'

B02-82141 Main 532 LATEX CONC HS25 198772.51'5 -0.1 MI W OF US-24

M-102 WB ROUGE R 1 = 70'


Appr 2190.5 MI E OF US-24M-102 PLUM CR 3 = 56'


14' - 196773.16'5 -

@ US-24, TELEGRAPH RDM-102 EB US-24 4 = 226'


14' - 196773.16'5 -

@ US-24, TELEGRAPH RDM-102 WB US-24 4 = 226'

8 - 60' L 68.6' R 5'' RX01-82143 Main 303 NOT APPL RAILROAD

14' - /1970 193195.14'

Appr 382N LTS OF DETROITGTW RR M-102 2 = 163'

B01-82191 Main 332 LATEX CONC HS20+Mod 196471.85'4 -.2 MI S OF TAYLOR

I-75 SB BLAKELY DRAIN 1 = 41'

- 339 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B02-82191 Main 332 LATEX CONC HS20+Mod 196455.45'3 -.2 MI S OF TAYLOR

I-75 NB BLAKELY DRAIN 1 = 40'


14' - 196648.88'3 -

Appr 532IN ALLEN PARKI-75 NB CR RR,GODDARD RD,SXTN DR 32 = 1938'


14' - 196648.88'3 -

Appr 532IN ALLEN PARKI-75 SB SEXTON-KILFOIL DR,CR RR 33 = 1992'

B06-82191 Main 119 MONO CONC HS20 196670.21'1 -IN TAYLOR

I-75 RAMP-C FRANK & POET DR 2 = 25'

B07-82191 Main 119 MONO CONC HS20 196653.81'7 -IN TAYLOR

I-75 & RAMP-A FRANK & POET DR 2 = 25'

C01-82191 Main 119 MONO CONC HS20 1954175.85'2 -0.3 MI N OF N HURON RI DR

I-75 NB SILVER CREEK 1 = 17'


I-75 SB SMITH CREEK 1 = 18'


I-75 NB & M-85 NB SMITH CREEK 1 = 18'


I-75 NB BROWNSTOWN CREEK 1 = 12'

C05-82191 Main 319 NOT APPL HS20 196535.76'2 -ON ACCESS RD S OF EUREKA

I-75 ACCESS ROAD FRANK & POET DRAIN 2 = 35'

C06-82191 Main 319 MONO CONC HS20 1900251.97'6 -400' NORTH OF ALBERT AVE.

I-75 SUTCLIFF & KENOPE DRAIN 1 = 12'

C07-82191 Main 119 NOT APPL HS20 19006 -0.1 MI NORTH OF WEST ROAD

I-75 NO NAME 1 = 14'


IN WOODHAVENI-75 NB GTW RR 5 = 241'


IN WOODHAVENI-75 SB GTW RR 5 = 241'

R02-82191-1 Main 332 LATEX CONC HS20+Mod 196554.79'3 -IN TAYLOR

I-75 NB GTW RR 3 = 213'

R02-82191-2 Main 332 LATEX CONC HS20+Mod 196554.79'3 -IN TAYLOR

I-75 SB GTW RR 3 = 213'

- 340 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - /1973 1954121.39'8 -

IN ROCKWOODI-75 NORTH HURON RIVER DR 3 = 135'


14' - /1973 195845.28'2 -

.8 MI N OF MONROE CO LINEWOODRUFF RD I-75 6 = 352'


14' - 195837.4'2 -

@ M-85M-85 SB I-75 NB 3 = 207'


16' - 197193.83'4 -

0.7 MI N OF M-85GIBRALTAR RD I-75 2 = 233'


14' -1'' L 195745.28'2 -

S LTS OF WOODHAVENVREELAND RD I-75 4 = 190'


26' - /1973 195857.09'3 -

IN WOODHAVENI-75 NB VAN HORN RD 4 = 224'


26' - /1973 195857.09'3 -

IN WOODHAVENI-75 SB VAN HORN RD 4 = 224'


14' -8'' L 198695.8'5 -

IN WOODHAVENWEST RD I-75 4 = 229'


14' - /19891'' L 195845.28'2 -

N LTS OF WOODHAVENKING RD I-75 4 = 190'


14' - 195849.21'3 -

N OF WOODHAVENI-75 CONN NB I-75 4 = 257'


14' - 195849.21'3 -

@US-25 N OF WOODHAVENI-75 CONN SB I-75 4 = 261'

6 - 63' L 63' R 7'' RS11-82191 Main 332 LATEX CONC H20

14' - 196434.45'2 -

.8 MI S OF TAYLORSIBLEY RD I-75 4 = 198'


14' - 196434.78'2 -

S LTS OF TAYLORPENNSYLVANIA RD I-75 6 = 351'


14' - 196654.79'3 -

IN TAYLOR OVER US-24 CONNI-75 SB US-24 CONN 3 = 191'


14' - 196659.71'4 -

IN TAYLOR OVER EUREKA RDI-75 NB EUREKA RD 4 = 230'


14' - 196654.79'3 -

IN TAYLOR OVER EUREKA RDI-75 SB EUREKA RD 4 = 228'

- 341 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 196654.79'3 -

S LTS OF SOUTHGATEI-75 NB ALLEN RD 4 = 218'


14' - 196654.79'3 -

S LTS OF SOUTHGATEI-75 SB ALLEN RD 4 = 218'


14' - 196654.79'3 -

IN SOUTHGATEI-75 NB NORTH LINE RD 4 = 207'


14' - 196654.79'3 -

IN SOUTHGATEI-75 SB NORTH LINE RD 4 = 207'


14' - 196652.17'2 -

IN LINCOLN PARKLONDON MOORE RD I-75 2 = 141'

8 - 64' L 64' R 8'' RS21-82191-1 Main 482 LATEX CONC HS20+Mod

14' - 196648.23'3 -

IN LINCOLN PARKI-75 NB TOLEDO-DIX HWY & RAMP C& 10 = 823'

8 - 64' L 64' R 8'' RS21-82191-2 Main 482 LATEX CONC HS20+Mod

14' - 196648.23'3 -

IN LINCOLN PARKI-75 SB TOLEDO-DIX HWY & RAMP C& 10 = 807'


15' - 196666.27'4 -

IN LINCOLN PARKCAMPAIGN RD I-75 2 = 149'


14' - 196658.4'4 -

IN LINCOLN PARKI-75 NB M-39 2 = 204'


16' - 196658.4'4 -

IN LINCOLN PARKI-75 SB M-39 2 = 205'


14' - 196626.25'1 -

IN LINCOLN PARKI-75 RAMP C NB TOLEDO DIX HWY RAMP D 5 = 453'


14' - 196626.25'1 -

IN LINCOLN PARKI-75 RAMP D SB TOLEDO DIX HWY & RAMP C 4 = 447'

B01-82192 Main 332 LATEX CONC HS20 1963118.44'7 -IN ALLEN PARK

M-39 ECORSE CR 1 = 33'

B01-82192-5 Main 332 LATEX CONC HS20 196345.93'3 -IN ALLEN PARK

M-39 SERV RD NB ECORSE CR 1 = 33'

B01-82192-6 Main 332 LATEX CONC HS20 196334.12'2 -IN ALLEN PARK

M-39 SERV RD SB ECORSE CR 1 = 33'

B02-82192 Main 432 MONO CONC HS20 196368.57'4 -IN DEARBORN

M-39 ROUGE RIVER 5 = 340'

- 342 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B02-82192-5 Main 432 MONO CONC HS20+Mod 196339.37'2 -IN DEARBORN

M-39 NB SERV RD ROUGE RIVER 5 = 340'

B02-82192-6 Main 432 MONO CONC HS20+Mod 196339.37'2 -IN DEARBORN

M-39 SB SERV RD ROUGE RIVER 5 = 340'


14' - 196113.78'

Appr 201IN DETROITSAWYER AVE WALKOVE M-39 14 = 391'


14' - 19619.51'

Appr 201IN DETROITCATHEDRAL AV WALKO M-39 13 = 338'


14' - 19708.86'

Appr 101IN DETROITGLENDALE PED BR M-39 14 = 470'


14' - /2001 196478.08'5 -

IN ALLEN PARKOUTER DRIVE S EB M-39 2 = 104'


14' - /2001 196478.08'5 -

IN ALLEN PARKOUTER DRIVE S WB M-39 2 = 104'


14' - /2001 196455.77'4 -

IN ALLEN PARKFERN AVE M-39 4 = 184'


14' - /2001 1964119.75'7 -

IN ALLEN PARKOAKWOOD BLVD M-39 4 = 163'


14' - 1964136.81'6 -

IN DEARBORNROTUNDA DRIVE M-39 4 = 179'


14' - /2001 196458.73'4 -

0.25 MILES S. OF RIVER ROVILLAGE RD M-39 4 = 180'


14' - /1996 196469.55'4 -

IN DEARBORNHUBBARD AV EB M-39 4 = 178'


14' - /1996 196469.55'4 -

IN DEARBORNHUBBARD AV WB M-39 4 = 178'


13' -10'' L 196167.91'4 -

IN DETROITPAUL AVE M-39 4 = 158'


14' - 1961131.89'8 -

IN DETROITWARREN AVE M-39 2 = 109'


14' - 196167.91'4 -

IN DETROITTIREMAN AVE M-39 4 = 161'

- 343 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 1962131.89'8 -

IN DETROITJOY RD M-39 2 = 109'


14' - 196337.4'2 -

IN DETROITFITZPATRICK AVE M-39 2 = 109'


14' - 196384.32'5 -

IN DETROITW CHICAGO AVE M-39 2 = 109'


14' - 1961140.75'10 -

IN DETROITPLYMOUTH ROAD M-39 (SOUTHFIELD) 2 = 109'


14' - 196454.79'4 -

IN DETROITWB FULLERTON AVE M-39 4 = 167'


14' - 1961134.84'8 -

IN DETROITSCHOOLCRAFT AVE M-39 2 = 109'


14' - 192930.84'

IN DEARBORNCONRAIL M-39 6 = 132'


14' - 196349.21'

IN DETROITCSX RR M-39 2 = 164'


14' - 196433.14'

IN DETROITCSX RR M-39 4 = 168'


14' - 192931.82'

IN ALLEN PARKGTW RR M-39 6 = 165'


13' - 193341.99'

IN LINCOLN PARKCONRAIL M-39 1 = 59'


13' - 192341.99'

IN LINCOLN PARKCONRAIL M-39 1 = 59'


15' - 19629.84'

Appr 101IN DETROITTOURNIER AV CROSSO M-39 6 = 241'


15' - 19639.84'

Appr 101IN DETROITVASSAR AVE WALKOVE M-39 14 = 339'


14' - 196166.93'4 -

IN DETROITLYNDON AVE M-39 2 = 110'


14' - 1963116.47'7 -

IN DETROITM-5(GRAND RIVER) M-39 (SOUTHFIELD EXP) 2 = 123'

- 344 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 196297.77'7 -

IN DETROITFENKELL AVE M-39 2 = 111'


14' - 196267.91'4 -

IN DETROITPURITAN AVE M-39 4 = 159'


14' - 1962131.89'8 -



14' - 1963133.86'8 -

IN DETROITOUTER DRIVE M-39 2 = 109'


14' - 196367.91'4 -

IN DETROITCURTIS AVE M-39 2 = 109'


14' - 1963131.89'8 -



13' - 196267.91'4 -

IN DETROITPEMBROKE AVE M-39 2 = 109'


14' - 196432.15'2 -

N. LIMITS OF DETROITM-102 LEFT TURN RA M-39 2 = 132'


15' - 196463.32'4 -

N LTS OF DETROITM-102 EB M-39 2 = 109'


14' - 196479.72'4 -

N LTS OF DETROITM-102 WB M-39 2 = 109'


20' - /1989 1967132.22'8 -

Appr 382IN DETROITI-75 ROUGE R,DEARBORN ST & RR 98 = 8629'


IN DETROITI-75 NB OFF RAMP ROUGE RIVER & PLEASANT S 12 = 533'


14' - /1989 196726.25'1 -

IN DETROITI-75 SB ON RAMP ROUGE RIVER & PLEASANT S 10 = 601'

B02-82194 Main 119 BITUMINOUS HS20+Mod 1966223.43'7 -IN LINCOLN PARK

I-75 ECORSE R 1 = 36'


16' - 19669.51'

Appr 201IN DETROITSOLVAY AVE WALKOVE I-75 8 = 294'


16' - 19679.51'

Appr 201IN DETROITBEARD AVE WALKOVER I-75 8 = 265'

- 345 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' - 19679.51'

Appr 201IN DETROITCASGRAIN AV WALKOV I-75 8 = 308'


15' - 19678.86'

Appr 201IN DETROITCALVARY ST WALKOVE I-75 9 = 417'


16' - 19679.51'

Appr 201IN DETROITFERDINAND AVE WALK I-75 4 = 277'


14' - 19709.51'

IN DETROITHUBBARD ST WALKOVE I-75 2 = 224'


15' - 19709.51'

Appr 201IN DETROIT17TH ST WALKOVER I-75 14 = 648'


15' - 19679.51'

Appr 201IN DETROITGILROY ST WALKOVER I-75 14 = 430'


14' - 196642.32'2 -

IN LINCOLN PARKCICOTTE AVE I-75 4 = 190'


14' - /1986 196657.09'3 -

IN MELVINDALEI-75 NB OUTER DRIVE 4 = 290'


14' - /1986 196657.09'3 -

IN MELVINDALEI-75 SB OUTER DRIVE 4 = 290'


14' - 1966128.28'8 -

IN DETROITI-75 SCHAEFER RD 4 = 212'


14' - /198610'' L 1967122.7'7 -

IN DETROITI-75 M-85 (FORT ST) 4 = 299'


14' - 1967132.22'8 -

IN DETROITI-75 M-85 (FORT ST) 10 = 822'


15' - /1987 196698.43'5 -

IN DETROITSPRINGWELL AVE I-75 4 = 307'


16' - 196766.27'4 -

IN DETROITGREEN AVE I-75 4 = 290'


14' - 196770.21'4 -

IN DETROITWATERMAN AVE I-75 4 = 310'


14' - 196770.21'4 -


- 346 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 196870.21'4 -

IN DETROITJUNCTION AVE I-75 2 = 152'


15' - 1970117.13'6 -

IN DETROITCLARK AVE I-75 2 = 153'


14' - 197051.84'3 -

IN DETROITW GRAND BLVD SB I-75 4 = 256'


14' -0'' L 197042.65'2 -

IN DETROITLAFAYETTE BLVD I-75 2 = 178'


14' -0'' L 197070.21'4 -

IN DETROITPORTER ST I-75 5 = 303'

3 - 60.7' R 3'' RS16-82194-5 Main 332 LATEX CONC 15' - HS20+Mod

14' - /19978'' L 197026.9'1 -

IN DETROITPORTER ST NB RAMPS I-75 2 = 148'


14' - /19978'' L 197026.9'1 -

IN DETROITPORTER ST SB RAMPS I-75 4 = 319'


14' -2'' L 197080.38'5 -

IN DETROITVERNOR AVE I-75 4 = 248'


14' - 197052.17'3 -

IN DETROITI-75 SB I-96WB 1 = 159'


14' - /1998 1970113.19'8 -

IN DETROITUS-12 I-75 NB 3 = 229'


14' - /19989'' L 1970112.2'8 -

IN DETROITUS-12 I-75 SB 3 = 188'


15' - 196770.21'4 -

IN DETROITDRAGOON AVE I-75 4 = 230'


14' - 197028.22'1 -

IN DETROITI-75 RAMP WB TO SB RAMP TO WB I-96 3 = 203'


14' - 197051.84'3 -

IN DETROITW GRAND BLVD NB I-75 4 = 263'


14' - 1970112.2'8 -

IN DETROITUS-12 I-96 5 = 255'


14' -0'' L 197040.68'2 -

IN DETROITUS-12 EB CONN I-75 NB 3 = 179'

- 347 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 197027.89'1 -

IN DETROITRMP I-96E TO I-75N I-75 SB 3 = 267'


14' - 197042.98'2 -

IN DETROITUS-12 EB CONN I-96 NB 3 = 168'


13' -0'' L 1970105.97'

IN DETROITCONRAIL I-75 4 = 231'


14' - 197012.8'

IN DETROITMARKET ST WALKOVER M-3 CONN TO I-75 2 = 176'


14' - 197017.39'

Appr 101IN DETROITCOCHRAN AV WALKOVE I-75 18 = 918'


15' -6'' L 197080.38'5 -



15' - /19986'' L 197088.91'5 -



14' - 197026.9'1 -

IN DETROIT12TH ST ENT RAMP I-75 S.BD COLLECTOR 1 = 114'


15' - 197026.9'1 -

IN DETROIT12TH ST EXIT RAMP I-75 N.BD COLLECTOR 1 = 116'


14' -7'' L 1970102.36'6 -

IN DETROITTRUMBULL AVE I-75 6 = 330'


14' -0'' L 197029.2'1 -

IN DETROITM-10 SB TO EB RAMP I-75 & RAMP TO S.BD 5 = 242'


14' -7'' L 197030.18'1 -

IN DETROITI-75 E-N RAMP M-10 5 = 331'


18' - /1998 197028.22'1 -

IN DETROITM-10S TO-75 E RAM M-10 6 = 399'


16' - 197050.52'3 -

IN DETROIT OVER US-10I-75 NB M-10 2 = 240'


16' - 195382.02'6 -

IN DETROITI-75 SB M-10 2 = 236'

7 - 82' L 82' R 4'' RS12-82195 Main 432 MONO CONC HS20+Mod

20' - 197028.22'1 -

IN DETROITM-10N TO I-75S RM M-10 4 = 289'

- 348 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - 197030.18'1 -

IN DETROITI-75 W S RAMP M-10 4 = 228'


14' - /1998 197030.84'1 -

IN DETROITM-10 N-W RAMP I-75 & EXIT RAMPS 6 = 402'


15' - /1998 197027.89'1 -

IN DETROITI-75 NB EXIT RMP GRAND RIVER AVE 3 = 192'


15' - /1998 197028.54'1 -

IN DETROIT OVER LODGEI-75 SB ENT RMP I-75 NB ENT RAMP 1 = 91'


15' - /1998 196771.52'4 -

IN DETROITTHIRD AVE I-75 2 = 170'


14' - /1998 196799.74'6 -

IN DETROITGRAND RIV AVE(M-5) I-75 2 = 180'


14' - /1996 196774.48'4 -

IN DETROITSECOND BLVD I-75 2 = 156'


15' - 196777.76'4 -

IN DETROITCASS AVE I-75 2 = 172'


14' - /1998 196763.65'3 -

IN DETROITCLIFFORD ST I-75 2 = 155'


14' - /1989 1967119.75'7 -

IN DETROITM-1 WOODWARD AV I-75 2 = 165'


15' - /1998 197084.97'4 -

IN DETROITJOHN R I-75 2 = 160'


14' - 197056.76'3 -

IN DETROITBRUSH ST I-75 3 = 203'


14' - 197083.99'5 -

IN DETROITRUSSELL ST I-75 CONN TO M-3 2 = 155'

B01-82211-1 Main 505 LATEX CONC HS25 198246.59'2 -0.5 MI SW OF TRENTON

M-85 NB MARSH CR 1 = 39'

B01-82211-2 Main 101 MONO CONC HS20+Mod 195846.92'3 -Appr 505.5 MI SW OF TRENTON

M-85 SB MARSH CR 1 = 43'

B02-82211-1 Main 104 BITUMINOUS HS20+Mod 195846.92'3 -IN TRENTON

M-85 NB FRANK & POET DRAIN 1 = 55'

- 349 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


B02-82211-2 Main 104 MONO CONC HS20+Mod 195846.92'3 -IN TRENTON

M-85 SB FRANK & POET DRAIN 1 = 55'

B03-82211-1 Main 201 MONO CONC HS20 195970.87'4 - IN LINCOLN PARK

M-85 NB SEXTON-KILFOIL DRAIN 2 = 57'

B03-82211-2 Main 201 MONO CONC HS20 195970.87'4 - IN LINCOLN PARK

M-85 SB SEXTON-KILFOIL DRAIN 2 = 57'

B04-82211 Main 201 MONO CONC HS20 197061.68'4 - IN LINCOLN PARK

M-85 SB ECORSE CR 2 = 55'

B05-82211 Main 201 MONO CONC HS20 197064.63'4 -IN LINCOLN PARK

M-85 NB ECORSE CR 2 = 55'

C01-82211 Main 119 MONO CONC OTHER 1900123.69'2 -1.1 MI N OF N HURON RI DR

M-85 NB & I-75 NB SMITH CREEK 1 = 18'


M-85 SB BROWNSTOWN CREEK 1 = 12'


M-85 NB BROWNSTOWN CREEK 1 = 17'


15' - 19648.86'

IN DETROITELIZABETH S WALKOV I-375 5 = 296'


14' -11'' L 196112.8'

IN DETROITDIVISION AVE WALKO I-75 4 = 239'


14' -7'' L 196112.8'

IN DETROITLELAND ST WALKOVER I-75 4 = 227'


14' - /1996 1963119.75'8 -

DOWNTOWN DETROITM-3 (GRATIOT AVE) I-375 5 = 299'


14' - 196469.88'4 -

IN DETROITMADISON AVE RAMPS I-375 6 = 362'


15' - 196438.39'2 -

IN DETROIT OVER I-375I-75 E N TURN RD I-375 5 = 398'

10 - 80.7' L 61' R 0'' RS04-82251 Main 382 MONO CONC 15' - HS20+Mod

19' - /19983'' L 196430.84'1 -

IN DETROIT OVER I-375I-75 S E TURN RD I-375 5 = 392'


14' - /1998 197027.56'1 -

IN DETROIT OVER E N TURNBRUSH ST ENT RAMP I-75 EB -375 SB TUR.RDY 3 = 164'

- 350 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - 197028.87'1 -

IN DETROIT OVER I75BRUSH ST EXIT RAMP I-75 SB TO WB.TURN.RDWY 1 = 91'


14' - /1998 197045.6'3 -

I-75 & I-375 INTCHGI-75 NB I-75 S.TO EB.RAMP 1 = 34'

1 - 29.2' R 0'' RS07-82251-2 Main 302 BITUMINOUS HS20+Mod

14' - /1998 197056.43'3 -

I-75 & I-375 INTCHGI-75 SB I-75 S.TO EB.RAMP 1 = 34'


14' - /1998 197027.89'1 -

I-75 & I-375 INTERCHANGEBRUSH ST ENTR RMP I-75 SB.TO EB. RAMP 1 = 29'


18' - /19983'' L 196447.24'2 -

IN DETROIT OVER I-375M-3 CONN I-75 & I-375 7 = 362'


19' - /19987'' L 196444.29'2 -

IN DETROIT OVER I-375M-3 CONN I-75 & I-375 7 = 362'


15' - /1998 196456.76'3 -

IN DETROIT OVER I-375 NWM-3 EB CONN I-375 & I-75 RAMP 1 = 39'


15' - /1998 196444.95'2 -

IN DETROIT OVER I-375 NWM-3 WB CONN I-375 & I-75 RAMP 1 = 39'


15' - /19980'' L 196331.17'1 -

IN DETROITI-375 N W TURN RD I-75 & RAMP 8 = 512'


15' - /199811'' L 196330.84'2 -

IN DETROITM-3 TO I-375 S RMP I-75 4 = 237'

10 - 83' L 82.3' R 7'' RS13-82251 Main 332 BITUMINOUS 14' - HS20+Mod

14' -9'' L 196167.91'4 -

IN DETROITWILKINS ST & RAMP I-75 4 = 229'


14' -8'' L 1961150.92'10 -

IN DETROITMACK AVE I-75 4 = 206'

10 - 83' L 87.3' R 0'' RS15-82251 Main 332 BITUMINOUS 14' - HS20+Mod

14' -11'' L 196267.91'4 -

IN DETROITCANFIELD AVE I-75 4 = 229'


15' -7'' L 1962168.96'12 -



14' - 196426.9'1 -

IN DETROITWARREN ENT TO I-75 I-75 NB TO E&W TUR.RDWY. 1 = 105'


14' - 196426.9'1 -

IN DETROITI-75 SB EXIT RAMP I-75 E&W TO SB.TUR.RDWY 1 = 111'

- 351 -

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STRTYPE

WEARINGSURFACE


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YR BUILT/ RECON

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***********************************************************************************************************************************************************************************************************************************************************



14' - 196267.91'4 -

IN DETROITFERRY AVE I-75 W TO S.TURN.RDWY 3 = 107'


14' -10'' L 196267.91'4 -

IN DETROITFERRY AVE I-75 & TURN.RDWY 5 = 240'


14' - 196126.9'1 -

IN DETROITI-94 EB ENT RAMP I-75 RAMP TO I-94 3 = 172'


15' - 196438.39'2 -

IN DETROITI-94 W-S RAMP I-94EB TO I-75NB RAMP 3 = 165'


15' -2'' L 196429.2'1 -

IN DETROITI-94EB-I-75NB RAMP I-75 4 = 307'


16' - 196238.06'2 -

IN DETROITI-94 W-S RAMP I-94 4 = 309'


29' -0'' L 196429.2'1 -

IN DETROITI-75N-I94W RAMP I-75 & RAMP 9 = 772'


21' - 196427.56'1 -

Appr 332IN DETROITI-75N-I94E RAMP RUSSELL ST CONN 9 = 585'


17' - /19966'' L 1962118.11'7 -

IN DETROITI-94 I-75 3 = 188'


14' - 196443.31'2 -

IN DETROITI-75 S-W RAMP NORTH SERVICE RD 3 = 153'


17' -6'' L 196238.39'2 -

IN DETROITI-94 W-S RAMP I-75 & RAMP 3 = 186'


19' -0'' L 196229.2'1 -

IN DETROITI-75S-I94E RAMP I-94 3 = 274'


26' - 196229.2'1 -

IN DETROITI-75 S-E RAMP I-75 SB 2 = 193'

S30-82251-6 Main 382 LATEX CONC HS20+Mod 196229.2'1 -IN DETROIT

I-75S/I-94E RAMP I-94 RELIEF 5 = 360'


15' - 19699.84'

IN DETROITGREENDALE AVE WALK I-75 2 = 208'


15' - 19679.84'

IN DETROITLANTZ AVE WALKOVER I-75 2 = 170'

- 352 -

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STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - 196910.17'

IN DETROITPHILADELPHIA AV WA I-75 2 = 203'

R08-82252 Main 332 LATEX CONC HS20+Mod 1969172.24'10 -IN DETROIT

I-75 CONRAIL RR 4 = 220'

R10-82252 Main 382 LATEX CONC HS20+Mod 197128.22'1 -IN DETROIT

M-14 E-S RAMP GTW RR 3 = 220'

9 - 86.3' L 99.7' R 0'' RR11-82252 Main 482 LATEX CONC HS20+Mod

15' - 197128.22'1 -

IN DETROITDAVISON TO I-75 RP GTWRR,I-75&DAVISON(M-14) 9 = 1071'


14' - 196667.91'4 -

IN DETROITPIQUETTE I-75 4 = 219'


18' - 196962.34'4 -

IN DETROITMILWAUKEE AVE I-75 4 = 237'


14' - /1995 1968109.91'6 -

IN DETROITE GRAND BLVD I-75 2 = 154'


14' - 1969104.99'6 -

IN DETROITCLAY AVE I-75 4 = 204'


15' - 1969100.72'5 -

IN DETROITHOLBROOK AVE I-75 2 = 156'


14' - 196723.29'1 -

IN DETROIT7 MI RD NB LEFT TU I-75 4 = 216'


15' - 196770.21'4 -

IN DETROIT7 MI RD I-75 4 = 220'


15' - 196723.29'1 -

IN DETROIT7MI RD SB LEFT TUR I-75 4 = 216'


15' - /1997 196770.21'4 -

IN DETROITSTATE FAIR AVE I-75 4 = 226'


15' -1'' L 196992.19'6 -

IN DETROIT OVER I-75 SERVM-102 (8 MI RD) I-75 11 = 1068'

6 - 60' L 60' R 2'' RS10-82252-7 Main 332 LATEX CONC HS20

15' - 196954.13'3 -

IN DETROITM-102 EB SERV RD I-75 2 = 127'

6 - 60' L 60' R 2'' RS10-82252-8 Main 332 LATEX CONC HS20

15' - 196954.13'3 -

IN DETROITM-102 WB SERV RD I-75 2 = 127'

- 353 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' - 196938.71'2 -

IN HAMTRAMCKDEQUINDRE AVE I-75 2 = 216'


15' - 1969100.72'6 -

IN HAMTRAMCKCANIFF AVE & TURN I-75 2 = 160'


14' - 196970.21'4 -

IN HAMTRAMCKCOMMER AVE I-75 2 = 176'


15' - 196940.35'2 -

IN HAMTRAMCKCARPENTER AVE I-75 2 = 203'

2 - 39.7' RS21-82252 Main 332 LATEX CONC HS20+Mod 1969172.24'10 -

IN DETROIT OVER MODERN AVI-75 MODERN AVE 3 = 134'


15' - 1969144.36'8 -

IN DETROIT OVER MCNICHOLSI-75 MCNICHOLS RD 4 = 225'


14' - 196970.21'4 -

IN DETROITNEVADA AVE I-75 4 = 241'


14' - 196735.76'2 -

IN DETROITOAKLAND AVE I-75 2 = 198'


14' - 196734.12'2 -

IN DETROITI-75N RMP WINCHEST I-75 3 = 230'


17' - 196925.92'1 -

IN DETROITDEQUINDRE U-TURN I-75 2 = 156'


14' - 196948.23'2 -

IN DETROITMEADE ST I-75 2 = 183'


14' - /1974 1969147.64'8 -

IN DETROIT OVER RAMP C TOI-75 RAMP TO DAVISON 1 = 50'


14' - 196970.21'4 -

IN DETROIT OVER RAMP C TODEQUINDRE I-75 RAMP TO DAVISON 1 = 55'


15' - 196941.67'2 -

IN DETROIT OVER RAMP CDAVISON S SERV RD I-75 RAMP 1 = 99'


14' - 1969212.93'9 -

IN DETROITI-75 & RAMPS C&D DAVISON & SERV.RDS. 4 = 261'


21' - 196928.22'1 -

IN DETROIT OVER I-75 RAMPDAVISON RAMP(M-14) I-75 6 = 659'

- 354 -

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STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 196970.21'4 -

IN DETROITDEQUINDRE AVE DAVISON 4 = 200'


14' - /1974 1969147.64'7 -

IN DETROIT OVER N-W RAMPTI-75 RAMP TO DAVISON 1 = 50'


18' - 197139.7'2 -

IN DETROIT OVER DEQUINDREDAVISON RMP TO 75 DEQUINDRE AVE 4 = 351'


16' - 196674.15'

IN DETROITCR RR I-75 4 = 219'


17' - 196635.1'

IN DETROITNS RR I-75 4 = 219'


16' - 196893.5'

IN DETROIT OVER I75 &W GDCONRAIL & GTW RR I-75 7 = 415'


15' - 196946.92'

IN DETROITGTW RR I-75 4 = 315'


14' - /1971 194054.46'

IN DETROIT OVER DAVISONGTW RR DAVISON (M-8) 3 = 223'


14' - 197157.74'

IN DETROIT I75 RAMPGTW RR I-75 RAMP 1 = 47'


14' - 197134.45'

IN DETROIT I75 RAMP TO M1GTW RR I-75 RAMP 1 = 46'

R01-82271-1 Main 332 MONO CONC HS20+Mod/2001 196343.31'2 -

IN TAYLORUS-24-I-75 CONN NB CONRAIL 3 = 182'

R01-82271-2 Main 332 MONO CONC HS20+Mod/2001 196343.31'2 -

IN TAYLORUS-24-I-75 CONN SB CONRAIL 3 = 182'


15' - /2001 196443.31'2 -

IN TAYLOR OVER RACHO RDUS-24-I-75 CONN SB RACHO RD 3 = 143'


15' - /2001 196443.31'2 -

IN TAYLOR OVER RACHO RDUS-24 I-75 CONN NB RACHO RD 3 = 125'

2 - 53.8' R 8'' RS03-82271 Main 332 INTEG CONC HS20+Mod

14' - 196443.64'2 -

IN TAYLOR OVER US-24 NBUS-24-I-75 CONN SB US-24NB 3 = 193'

2 - 42' R 6'' RB01-82291 Main 332 LATEX CONC HS25

13' - /1998 197470.54'4 -

NEW BOSTON VILLAGEI-275 SB HURON R & METRO PARKWAY 4 = 296'

- 355 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


2 - 42' R 6'' RB02-82291 Main 332 LATEX CONC HS25

13' - 197456.43'3 -

NEW BOSTON VILLAGEI-275 NB HURON R & METRO PARKWAY 4 = 285'

N01-82291 Main 772 TIMBER PEDESTRIAN 19767.87'500 FT N OF ASH RD

BIKE PATH COUNTY DRAIN 3 = 58'

N02-82291 Main 772 TIMBER PEDESTRIAN 19767.87'0.5 MI S OF WEST ROAD


2 - 42' R 11'' RN03-82291 Main 332 MONO CONC PEDESTRIAN

13' - 19768.86'

0.4 M N OF HURON RD @ B01BIKE PATH (I-275) HURON RIVER & METRO PKWY 4 = 329'

N04-82291 Main 772 TIMBER PEDESTRIAN 19767.87'0.3 N OF SIBLEY,W OF RMP


N05-82291 Main 772 TIMBER PEDESTRIAN 19767.87'-1


N06-82291 Main 772 TIMBER PEDESTRIAN 19767.87'0.2 MI N OF PENN. ROAD


N07-82291 Main 772 TIMBER PEDESTRIAN 19767.87'0.3 MI S OF EUREKA ROAD


N09-82291 Main 772 TIMBER PEDESTRIAN 19767.87'200 FT N OF EUREKA ROAD


N10-82291 Main 772 TIMBER PEDESTRIAN 19767.87'I-275 SB TO I-94, WB RAMP

BIKE PATH I-275 DRAINAGE DITCH 3 = 58'

R01-82291 Main 332 LATEX CONC HS25 197362.66'3 -IN ROMULUS

I-275 SB CSX RR 3 = 180'

R03-82291 Main 332 LATEX CONC HS25 197456.43'3 -IN ROMULUS (SW)

I-275 NB CSX RR 3 = 190'


16' -10'' L 197448.23'2 -

WAYNE MONROE CO LINEWILL CARLETON RD I-275 2 = 286'


16' - 197448.23'2 -

0.8 MI E OF WILLOWWILLOW RD I-275 2 = 286'


16' - 197490.22'6 -

1.9 MI SE OF NEW BOSTONSOUTH HURON I-275 2 = 295'


16' - 197448.23'2 -

1.0 MI SE OF NEW BOSTONHURON R. DRIVE I-275 4 = 306'

- 356 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' - 197478.41'5 -

0.7 MI. E OF NEW BOSTONSIBLEY RD I-275 2 = 288'


16' - 197448.23'2 -

@ S LIMITSOF ROMULUSPENNSYLVANIA RD I-275 2 = 288'


16' - 197478.41'5 -

IN ROMULUSEUREKA RD I-275 2 = 288'


14' - 197462.66'3 -

IN ROMULUSI-275 SB NORTHLINE RD 3 = 210'


14' - 197456.43'3 -

IN ROMULUSI-275 SB HURON R DR 1 = 137'


15' - 197466.27'4 -

IN ROMULUSGRANT RD I-275 4 = 402'


18' - 197263.65'4 -

IN ROMULUSI-94 EB I-275 4 = 360'


15' - 197456.43'3 -

IN ROMULUSI-275 NB NORTHLINE RD 3 = 201'


16' - 197255.77'4 -

IN ROMULUSI-94 WB I-275 4 = 360'


16' - 197239.7'2 -

IN ROMULUSI-94 WB COLLECTOR I-275 4 = 360'


14' - 197456.43'3 -

IN ROMULUSI-275 NB HURON R DRIVE 1 = 138'


16' - 197255.77'3 -

IN ROMULUSI-94 WB I-275 SB TO I-94 EB RAMP 1 = 123'


16' - 197228.54'1 -

IN ROMULUSI-94 WB COLLECTOR I-275 SB TO I-94 EB RAMP 1 = 122'


16' - 197255.77'3 -

IN ROMULUSI-94 EB I-275 SB TO I-94 EB RAMP 1 = 128'


16' - 197439.7'2 -

IN ROMULUS (WEST)I-275 TO I-94 RAMP I-275 4 = 364'


16' - 197236.75'

IN ROMULUS (EAST)NS RR I-275 4 = 375'

- 357 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' - 197236.75'

IN ROMULUSNS RR I-275 EXIT RAMP F 1 = 81'

B01-82292 Main 332 MONO CONC HS25 197426.57'1 -2.5 MI W OF WAYNE

I-275 SB EXIT RAMP LOWER ROUGE RIVER 4 = 227'


I-275 SB LOWER ROUGE RIVER 4 = 238'


I-275 NB LOWER ROUGE RIVER 4 = 238'

B04-82292 Main 332 MONO CONC HS25 197456.43'3 -2.0 MI NW OF WAYNE

I-275 SB FELLOWS CREEK 3 = 106'

B05-82292 Main 332 MONO CONC HS25 197426.57'1 -0.25 M. W OF WAYNE

I-275 NB ON RAMP LOWER ROUGE RIVER 4 = 243'

B06-82292 Main 332 MONO CONC HS25 197456.43'3 -2.0 MI NW OF WAYNE

I-275 NB FELLOWS CREEK 3 = 106'

B07-82292 Main 332 MONO CONC HS25 197426.57'1 -1 MI SW OF WAYNE

I-275 RAMP MCCLAUGHREY DRAIN 1 = 54'


I-275 SB MCCLAUGHREY DRAIN 1 = 54'


I-275 NB MCCLAUGHREY DRAIN 1 = 54'


I-275 RAMP MCCLAUGHERY DRAIN 1 = 54'

C01-82292 Main 119 MONO CONC HS20+Mod 1976235.89'6 -0.5 MI NORTH OF ECORSE RD

I-275 BELL DRAIN 1 = 10'

C02-82292 Main 119 MONO CONC HS20+Mod 197685.96'2 -0.2 MI SOUTH OF FORD ROAD

I-275 RAMP SB SMITH DRAIN 1 = 11'

C03-82292 Main 119 MONO CONC OTHER 1976346.78'6 -0.2 MI SOUTH OF FORD ROAD

I-275 SMITH DRAIN 1 = 11'

C04-82292 Main 119 MONO CONC OTHER 197685.96'2 -0.2 MI SOUTH OF FORD ROAD

I-275 RAMP NB SMITH DRAIN 1 = 11'

N01-82292 Main 772 MONO CONC PEDESTRIAN 19767.87' 0.8 MI.W OF WESTLAND

BIKE PATH(I-275) FELLOWS CREEK 1 = 102'

- 358 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************


N02-82292 Main 772 BITUMINOUS PEDESTRIAN 19768.86'2.5 MI W OF WAYNE

BICYCLE PATH(I-275 LOWER ROUGE RIVER 1 = 68'

N03-82292 Main 772 TIMBER PEDESTRIAN 19766.56' N SIDE OF HANNAN RD


N04-82292 Main 772 TIMBER PEDESTRIAN 19766.56' .5 MI S OF TYLER RD


N05-82292 Main 772 TIMBER PEDESTRIAN 19766.56' .2 MI S OF TYLER RD


N06-82292 Main 772 TIMBER PEDESTRIAN 19767.87'.1 MI S OF ECORSE RD

BIKE PATH I-275 MC CLAUGHREY DRAIN 3 = 57'

N07-82292 Main 772 TIMBER PEDESTRIAN 19767.87'.5 MI N OF ECORSE RD

BIKE PATH I-275 BELL DRAIN 2 = 31'

N08-82292 Main 772 TIMBER PEDESTRIAN 19767.87'.5 MI N OF US-12

BIKE PATH I-275 -1 3 = 45'

N09-82292 Main 772 TIMBER PEDESTRIAN 19767.87'.2 MI S OF M-153

BIKE PATH I-275 SMITH DRAIN 3 = 45'

R01-82292 Main 532 MONO CONC HS25 197455.77'3 -2.2 MI.W OF WAYNE

I-275 S.B. CONRAIL 3 = 155'

R02-82292 Main 532 MONO CONC HS25 197462.99'3 -2.2 MI.W.OF.WAYNE

I-275 N.B. CONRAIL 3 = 155'


16' - 197448.23'2 -

IN ROMULUSHANNAN RD. I-275 2 = 298'


16' - 197444.29'2 -

3.0 MI NE OF BELLEVILLETYLER RD. I-275 2 = 292'


16' - 197474.15'5 -

1 MI SW OF WAYNEECORSE RD. I-275 2 = 288'


14' - 197455.77'3 -

2.2 MI W OF WAYNEI-275 SB VAN BORN ROAD 1 = 120'


16' -2'' L 197463.65'3 -

3/4 MI W OF W OF LI WAYNEI-275 SB MICHIGAN AVE(US-12) 2 = 269'


16' - 197448.23'2 -

1 MI NW OF WAYNEPALMER RD I-275 2 = 293'

- 359 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



15' - 197448.23'2 -

2 MI NW OF WAYNECHERRY HILL RD I-275 2 = 290'


16' - 197264.3'4 -

5 MI W OF GARDEN CITYI-275 SB M-153 (FORD RD) 2 = 180'


14' - 197455.77'3 -

2.2 MI W OF WAYNEI-275 NB VANBORN ROAD 1 = 120'


16' -9'' L 197463.65'4 -

3/4 MI W OF WAYNE C LTSI-275 NB MICHIGAN AVE(US-12) 2 = 269'


18' - 197264.3'4 -

5 MI W OF GARDEN CITYI-275 NB M-153 (FORD RD) 2 = 180'

B01-82293 Main 532 MONO CONC HS20+Mod 197255.77'3 -3.5 MI SE OF PLYMOUTH

I-275 SB TONQUISH CR 1 = 35'

B02-82293 Main 332 MONO CONC HS20+Mod 197255.45'3 - .3 MI W OF LIVONIA LTS

I-275 SB MIDDLE ROUGE RIV 2 = 170'

B03-82293 Main 332 MONO CONC HS20+Mod 197255.45'3 - .3 MI W OF LIVONIA LTS

I-275 NB MIDDLE ROUGE RIVER 2 = 170'

B04-82293 Main 532 MONO CONC HS20+Mod 197255.77'3 -3.5 MI SE OF PLYMOUTH

I-275 NB TONQUISH CR 1 = 35'

N01-82293 Main 772 TIMBER PEDESTRIAN 19767.87'.2 MI N OF WARREN RD

BIKE PATH I-275 TONQUISH CREEK 3 = 58'

R01-82293 Main 332 MONO CONC HS20 197256.43'3 -1 MI W OF LIVONIA

I-275 NB CSX RR 3 = 206'

R02-82293 Main 332 MONO CONC HS20 197164.63'4 -IN LIVONIA

I-275 SB CSX RR 4 = 285'

R03-82293 Main 332 MONO CONC HS20 197256.43'3 -1.0 MI W OF LIVONIA

I-275 SB CSX RR 3 = 206'

R04-82293-1 Main 382 MONO CONC HS20 197156.76'3 - IN LIVONIA

I-275 NB CSX RR 4 = 296'


IN LIVONIAI-275 RAMP N CSX RR 5 = 323'


18' - 197248.23'2 -

3 MI SE OF PLYMOUTHWARREN RD I-275 4 = 326'

- 360 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



16' - 197248.23'2 -

.5 MI W OF LIVONIA LTSJOY RD I-275 4 = 326'


16' - 1972102.69'6 -

.5 MI W OF LIVONIAANN ARBOR RD I-275 2 = 262'


16' - 197248.23'2 -

.3 MI W OF LIVONIA LTSANN ARBOR TRAIL I-275 4 = 345'


14' - 197255.77'3 -

.3 MI W OF LIVONIA LTSI-275 SB E HINES DR 1 = 120'


16' - 197166.27'4 -

.3 MI W OF LIVONIA LTSPLYMOUTH RD I-275 2 = 228'


14' - 197164.63'4 -

.3 MI W OF LIVONIAI-275 SB SCHOOLCRAFT RD 4 = 293'


14' - /2001 197129.53'1 -

.3 MI W OF LIVONIAI-275NB TO I-96EB SCHOOLCRAFT RD 4 = 296'


16' -5'' L 197164.63'4 -

.3 MI W OF LIVONIAI-275 SB RELOC M-14 4 = 437'


16' - 197156.76'3 -

.3 MI W OF LIVONIAI-275 NB RELOC M-14 4 = 453'


17' -4'' L 197138.71'2 -

.3 MI W OF LIVONIAI-275 NB COLLECTOR RELOC M-14 4 = 453'


17' - 197144.62'2 -

.3 MI W OF LIVONIASB TO EB I-96 I-275 NB 3 = 311'


17' - 197174.15'5 -

LIVONIAFIVE MI RD I-96 6 = 594'


15' - 197143.64'2 -

IN LIVONIASB TO EB I-96 RELOC M-14 WB 3 = 276'


14' - 197255.77'3 -

.3 MI W OF LIVONIA LTSI-275 NB E HINES DR 1 = 120'


14' - 197256.43'3 -

1 MI W OF LIVONIA LTSI-275 SB KOPPERNICK RD 1 = 98'


15' - 197256.43'3 -

1 MI W OF LIVONIAI-275 NB KOPPERNICK RD 1 = 99'

- 361 -

STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 197156.76'3 -

.2 MI W OF LIVONIAI-275 NB SCHOOLCRAFT RD 4 = 293'


14' - /2001 197129.53'1 -

.2 MI W OF LIVONIAI-275 NB COLLECTOR SCHOOLCRAFT RD 4 = 294'

Wexford**************B01-83011 Main 303 LATEX CONC HS20 194842.65'2 -

2 MI. N. OF LAKE CO. LINEM-37 PINE R 3 = 325'

B01-83012 Main 104 BITUMINOUS HS20 195479.72'2 -6.0MI S OF MESICK

M-37 SLAGLE CR 1 = 30'

C01-83012 Main 119 NOT APPL OTHER 19002 -0.7MI N OF M-55

M-37 PETERSON CREEK 1 = 16'

C02-83012 Main 119 NOT APPL OTHER 19002 -4.2MI N OF M-55

M-37 LITTLE BEAR CREEK 1 = 10'

R01-83012 Main 302 BITUMINOUS H15 193555.77'4 -IN MESICK

M-37 M-115 MDOT RR 1 = 37'


.9 MI N OF SHERMANM-37 MANISTEE R 2 = 120'

C01-83013 Main 119 MONO CONC HS25 199451.84'2 -1.0MI N OF SHERMAN

M-37 WHEELER CREEK 1 = 22'

R01-83031 Main 332 MONO CONC HS20 196642.32'2 -6 MI S OF CADILLAC

US-131 SB MDOT RR (ABN) 3 = 147'

R02-83031 Main 332 MONO CONC HS25 197544.29'2 -6 MI.S OF CADILLAC

US-131 NB MDOT RR (ABN) 3 = 158'


14' - 196642.32'2 -

5.0MI S OF CADILLACUS-131SB 50 MILE RD 3 = 117'


14' - 196642.32'2 -

2.2MI S OF CADILLACUS-131 SB M-115 3 = 139'


14' -3'' L 196636.42'2 -

1.8MI S OF CADILLACOLD US-131 US-131 4 = 379'


14' - 196642.32'2 -

2.2MI S OF CADILLACUS-131NB M-115 3 = 137'

- 362 -

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STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

***********************************************************************************************************************************************************************************************************************************************************

***********************************************************************************************************************************************************************************************************************************************************



14' - 196642.32'2 -

5.0MI S OF CADILLACUS-131NB 50 MILE RD 3 = 118'

B01-83032 Main 302 LATEX CONC H15 193569.55'4 -IN CADILLAC

US-131 CLAM R 1 = 48'

B02-83032 Main 332 MONO CONC HS20 195837.4'2 -5.7 MI N OF MANTON

US-131 MANISTEE R 5 = 335'

C01-83032 Main 119 NOT APPL OTHER 190041.01'2 -0.9MI S OF MANTON

US-131 CEDAR CREEK 1 = 16'

C02-83032 Main 119 NOT APPL OTHER 190050.2'2 -IN MANTON

US-131 CEDAR CRACK 1 = 16'

B01-83033 Main 532 MONO CONC HS25 200059.06'3 -0.1 MI S OF BOON ROAD

US-131 NB CLAM RIVER 1 = 66'

B02-83033 Main 532 MONO CONC HS25 200059.06'3 -0.1 MI S OF BOON ROAD

US-131 SB CALM RIVER 1 = 66'

B03-83033 Main 532 MONO CONC HS25 200052.49'2 -HARING TWP SEC 15

US-131 NB (RELOC) BOG 3 = 245'

B04-83033 Main 532 MONO CONC HS25 200052.49'2 -HARING TEWP SEC 15

US-131 SB (RELOC) BOG 3 = 245'

C01-83033 Main 119 BITUMINOUS HS20 2000136.15'4 -0.2 MI E OF US-131

BOON RD CLAM RIVER 1 = 20'

R01-83033 Main 532 MONO CONC HS25 199847.24'2 -CLAM LAKE TWP SEC 10

US-131 NB. RELOC. T & SB R.R. 1 = 122'

R02-83033 Main 532 MONO CONC HS25 199847.24'2 -CLAM LAKE TWP SEC 10

US-131 SB. RELOC. T & SB R.R. 1 = 122'


15' -1'' L 199948.23'2 -

CLAM LAKE TWP SEC 15 & 16US-131 SB (RELOC) S. 43 ROAD 3 = 255'


16' -4'' L 199948.23'2 -

CLAM LAKE TWP SEC 15&16US-131 SB (RELOC) S. 43 ROAD 3 = 256'


19' -4'' L 199847.24'2 -

CLAM LAKE TWP SEC 10WHALEY ROAD US-131 RELOC. 2 = 244'


19' -3'' L 199763.32'2 -

1/4 MI. EAST OF CADILLACM-55 US-131 2 = 205'

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STRUCTUREID


STRTYPE

WEARINGSURFACE


VERTCLEAR

DESIGNLOAD

YR BUILT/ RECON

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16' - 199747.24'2 -

CITY OF CADILLACCROSBY RD.(RELOC.) US-131 2 = 192'


16' - 199747.24'2 -

HARING TWP SEC 27&34NO. 36 ROAD US-131 1 = 146'


16' -3'' L 200086.94'4 -

HARING TWP SEC 22BOON RD US-131 2 = 267'

65.9' L 65.9' R 3'' RS08-83033 Main 532 MONO CONC 16' - HS25

16' -3'' L 200047.24'2 -

2 MI N OF BOON ROADNO. 30 ROAD US-131 2 = 238'


16' - 200049.21'2 -

N OF CADILLACUS-131 SB (RELOC) US-131 (EXIST) 3 = 191'


16' - 200049.21'2 -

N OF CADILLACUS-131 NB (RELOC) US-131 (EXIST) 3 = 191'


M-42 ADAMS CREEK 1 = 16'

B01-83042 Main 104 BITUMINOUS H15 192534.12'2 -IN MANTON

M-42 CEDAR CR 1 = 27'

C01-83051 Main 119 NOT APPL HS20 19922 -1.0 MI SW OF CADILLAC

M-115 DNR-TRAIL 1 = 12'

B01-83052 Main 505 INTEG CONC HS20/1988 195772.83'2 -

IN CADILLACM-115 CANAL 1 = 33'

B01-83053 Main 302 BITUMINOUS HS20 194937.4'2 -1.0MI W OF MESICK

M-115 MANISTEE R 3 = 180'

C01-83053 Main 119 NOT APPL OTHER 1900119.75'2 -1.6MI W OF MESICK

M-115 FLETCHER CREEK 1 = 10'

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m-dot report no. 44 state highway bridges, … · state highway bridges, culverts and grade...

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