mdot report no. 44 bay region - michigan.gov€¦ · michigan department of transportation mdot...
TRANSCRIPT
MMDDOOTT RREEPPOORRTT NNOO.. 4444 BBAAYY RREEGGIIOONN
SSTTAATTEE HHIIGGHHWWAAYY BBRRIIDDGGEESS,, CCUULLVVEERRTTSS AANNDD GGRRAADDEE SSEEPPAARRAATTIIOONNSS
CCOONNSSTTRRUUCCTTIIOONN AANNDD TTEECCHHNNOOLLOOGGYY DDIIVVIISSIIOONN MMAAYY 2200,, 22001100
MICHIGAN DEPARTMENT OF TRANSPORTATION MDOT REPORT NUMBER 44
BAY REGION STATE HIGHWAY BRIDGES AND GRADE SEPARATIONS May 20, 2010 BRIDGE OPERATIONS UNIT CONSTRUCTION AND TECHNOLOGY DIVISION LINDA M. ATKINSON, VICE CHAIRMAN MAUREEN M. BROSNAN JERROLD M. JUNG
STATE TRANSPORTATION COMMISSION TED B. WAHBY, CHAIRMAN DIRECTOR KIRK T. STEUDLE
STEVEN K. GIRARD JAMES S. SCALICI
FOREWORD This report contains a list of all bridges and grade separations carrying Michigan Department of Transportation (MDOT) state trunklines or structures crossing state trunklines. In addition, all culverts on state trunklines whose total length (along road centerline) is 10 to 20 feet are included. This edition presents structure number, trunkline number, facilities carried, feature intersected, location, type of structure, number of spans, total length, wearing surface, roadway widths, vertical clearances, design load, and the year the structure was built and reconstructed. This is a complete record of all structures which were built or under construction as of January 2009, on which data was available. In addition, proposed structures on new alignments are included. Data on proposed structures is for information only and should not be construed 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 clearances appearing on signs attached to bridges. Underclearance data is subject to change, therefore the information in this book cannot be used for routing overheight vehicles. Information and data contained in this report are intended for internal use of MDOT only. Outside agencies having a purpose for this report 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 in this 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 Separations Codes Used For Structure Type
101 Concrete Slab 104 Concrete Tee Beam 107 Concrete Rigid Frame 111 Concrete Arch - (Earth filled) 119 Concrete Culvert 124 Concrete Arch - Open Spandrel 125 Concrete Girder - Thru (Incl. Conc. Camelbacks) 201 Concrete Continuous Slab 204 Concrete Continuous Tee Beam 211 Concrete Continuous Arch - Earth Filled 219 Concrete Continuous Culvert 224 Concrete Continuous Arch - Open Spandrel 302 Steel Multi-Stringer, W or I beam, Non-Composite 303 Steel Girder & Floor Beam, Non-Composite 306 Steel Box Girder 307 Steel Rigid Frame 309 Steel Truss - Deck 310 Steel Truss - Thru 311 Steel Arch - Deck 312 Steel Arch - Thru 313 Steel Suspension 315 Steel Movable, Lift 316 Steel Movable, Bascule 319 Steel Pipe or Arch Culvert B01 - Bridge Over Waterway C01 - Culvert N01 - Structure for Non-Motorized Vehicles 324 Steel Arch - Deck, Open Spandrel 325 Steel Girder - Thru
332 Steel Multi-Stringer Composite 333 Steel Girder & Floor Beam, Composite 342 Steel Multi-Stringer Encased 352 Steel Multi-Stringer, Plate Girder, Non-Composite 362 Steel Multi-Stringer Jack Arch 382 Steel Multi-Stringer, Plate Girder, Composite 392 Steel Multi-Girder, Encased 402 Steel Continuous Multi-Stringer 403 Steel Continuous Girder & Floorbeam, Non-
Composite 405 Steel Continuous Box Beam or Girders - Multiple 406 Steel Continuous Box Beam or Girders 407 Steel Continuous Frame 408 Steel Continuous Orthotropic 409 Steel Continuous Truss - Deck 410 Steel Continuous Truss - Thru 412 Steel Continuous Arch - Thru 417 Steel Continuous Movable, Swing 432 Steel Continuous Multi-Stringer Composite 442 Steel Continuous Multi-Stringer , W or I-Beam
Encased 452 Steel Continuous Multi-Girder, Non-Composite STRUCTURE PREFIX DESIGNATIONS P01 - Pedestrian Overpass R01 - Railroad Under Highway S01 - Roadway Over Roadway 482 Steel Continuous Multi-Girder, Composite 492 Steel Continuous Multi-Stringer/Girder, Encased 501 Prestressed Concrete Slab 502 Prestressed Concrete Multi-I Beam
504 Prestressed Concrete Tee Beam 505 Prestressed Concrete Box - Adjacent 506 Prestressed Concrete Box - Spread 519 Prestressed Concrete Culvert 532 Prestressed Concrete Multi-I Beam Composite 601 Prestressed Concrete Continuous Slab 602 Prestressed Concrete Continuous I Beam 605 Prestressed Concrete Continuous Box - Adjacent 606 Prestressed Concrete Continuous Box Beam or
Girder - Single or Spread 632 Prestressed Concrete Continuous Multi-Stringer,
W or I Beam, Composite 701 Timber Slab 702 Timber Multi-Stringer 724 Timber Arch - Deck 772 Timber Multi-Stringer, Timber Floor 811 Masonry Arch 909 Wrought Iron Deck Truss 910 Aluminum Thru Truss 912 Aluminum Arch - Thru V01- Bike Path Under Highway X01 - Railroad Over Highway Z01 - Miscellaneous (Plaza, Sluice, etc.)
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STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Arenac
376 B01-06021 M-61 HS 201 = 24' Main 101 BITUMINOUS 2 - 37.73' 1952M BR PINE RIVER2.0 MI W OF STANDISH
377 B02-06021 M-61 HS 201 = 24' Main 101 BITUMINOUS 2 - 37.73' 1952M BR PINE RIVER1.7 MI W OF STANDISH
378 C01-06021 M-61 HS 20+Mod1 = 12' Main 119 NA 4 - 1950DOBBSON DRAINW CEDAR ST IN STANDISH
379 R01-06031 M-33 CONN HS 205 = 315' Main 332 LATEX CONC 2 - 33.79'18' -2 - 42' R
19681'' R
D&M RR & OLD M-761.0 MI N OF ALGER
380 B01-06041 US-23 HS 202 = 24' Main 219 MONO CONC 4 - 1968N BRANCH PINE RIVER1.0 MI W OF M-13
381 S01-06041 MELITA ROAD H 155 = 269' Main 332 MONO CONC 2 - 29.86' 14' -14' -4 - 65.9' L 65.9' R
19684'' L11'' R
US-230.3 MI E OF JCT I-75
382 S02-06041 US-23 EB CONN HS 20+Mod4 = 173' Main 532 MONO CONC 2 - 40.68' 14' -14' -4 - 51.8' L 51.8' R
19688'' L8'' R
M-132.0 MI SW OF STANDISH
383 B01-06071 M-13 HS 253 = 83' Main 505 MONO CONC 4 - 66.93' 19371998
SAGANING CREEK4.0 MI S OF STANDISH
384 B02-06071 M-13 H 203 = 96' Main 302 BITUMINOUS 4 - 68.9' 19351998
S BR PINE RIVER3.0 MI S OF STANDISH
385 C01-06071 M-13 HS 20+Mod1 = 15' Main 119 NA 4 - 19351952
COUNTY DRAIN2.9 MI S OF STANDISH
386 C02-06071 US-23 HS 20+Mod1 = 14' Main 119 NA 4 - 1928LINCOLN COUNTY DRAIN1.9 MI S OF STANDISH
387 C03-06071 US-23 HS 20+Mod1 = 10' Main 119 NA 5 - 1935DOBBSON DRAIN0.2 MI N/M-61 IN STANDISH
388 B01-06072 US-23 HS 251 = 38' Main 119 BITUMINOUS 2 - 68.9' 2001N BR PINE RIVER1.8 MI NE OF STANDISH
389 B02-06072 US-23 H 151 = 23' Main 104 BITUMINOUS 4 - 47.9' 2000SAVERINE CREEK3.0 MI SW OF OMER
390 B03-06072 US-23 HS 202 = 120' Main 332 MONO CONC 2 - 51.84' 1972RIFLE RIVERIN OMER
391 B04-06072 US-23 HS 251 = 29' Main 505 MONO CONC 4 - 58.73' 1994MIDDLE BR PINE RIVERIN STANDISH
392 C01-06072 US-23 HS 20+Mod1 = 10' Main 119 NA 2 - 44' 1930BR PINE RIVERAT WYATT RD
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STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Arenac
393 C02-06072 US-23 HS 20+Mod1 = 14' Main 119 NA 2 - 1930BR PINE RIVER3.2 MI NE OF STANDISH
394 C03-06072 US-23 HS 20+Mod1 = 10' Main 119 NA 2 - 1930BR SAVERINE CREEK2.5 MI SW OF OMER
395 C04-06072 US-23 H 201 = 10' Main 119 NA 2 - 1930BR SAVERINE CREEK1.6 MI SW OF OMER
396 C05-06072 US-23 HS 20+Mod1 = 10' Main 119 NA 2 - 19301964
MEAD DRAIN2.4 MI E OF OMER
397 B01-06073 US-23 H 151 = 31' Main 104 BITUMINOUS 2 - 34.78' 1931BIG CREEK2.3 MI E OF M-65
398 B02-06073 US-23 H 152 = 120' Main 302 MONO CONC 2 - 29.86' 1930AU GRES RIVERIN AU GRES
399 B03-06073 US-23 H 151 = 23' Main 119 MONO CONC 2 - 47.24' 1999DRAIN2.4 MI S OF IOSCO CO LINE
400 B04-06073 US-23 HS 201 = 114' Main 332 INTEG CONC 2 - 47.9' 1972WHITNEY DRAIN1.0 MI S OF IOSCO CO LINE
401 C01-06073 US-23 HS 20+Mod1 = 12' Main 119 NA 2 - 19301963
SAGER CREEK0.1 MI E OF SWENSON RD
402 C02-06073 US-23 H 201 = 16' Main 119 NA 2 - 1930SILVER DRAIN6.6 MI NE OF AU GRES
403 B01-06091 M-65 H 151 = 27' Main 104 INTEG CONC 2 - 35.76' 1936BIG CREEK2.0 MI S OF TWINING
404 C01-06091 M-65 H 201 = 13' Main 119 NA 2 - 1936JOSE COUNTY DRAIN1.3 MI N OF US-23
405 C02-06091 M-65 H 201 = 10' Main 119 NA 2 - 1936BUM CREEK4.3 MI N OF US-23
406 C03-06091 M-65 H 201 = 13' Main 119 NA 2 - 1936CEDAR CREEK DRAIN0.7 MI N OF TWINING
407 B03-06111 I-75 SB HS 202 = 38' Main 219 MONO CONC 2 - 79.72' 1968S BR PINE RIVER5.5 MI SW OF STANDISH
408 B04-06111 I-75 NB HS 20+Mod2 = 38' Main 219 MONO CONC 2 - 35.76' 1968S BR PINE RIVER5.5 MI SW OF STANDISH
409 C01-06111 I-75 HS 20+Mod2 = 20' Main 119 NA 4 - 47.9' 1968LINCOLN DRAIN0.5 MI N OF WORTH RD
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STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Arenac
410 C02-06111 I-75 SB HS 20+Mod1 = 12' Main 119 NA 2 - 36.09' 1968BR S BR PINE RIVER0.5 MI N OF US-23 CONN
411 C03-06111 I-75 NB HS 20+Mod1 = 12' Main 119 NA 2 - 36.09' 1968BR S BR PINE RIVER0.5 MI N OF US-23 CONN
412 C04-06111 I-75 SB HS 20+Mod1 = 10' Main 119 NA 2 - 36.09' 1968ARMSTRONG DRAIN1.1 MI N OF US-23 CONN
413 C05-06111 I-75 NB HS 20+Mod1 = 10' Main 119 NA 2 - 36.09' 1968ARMSTRONG DRAIN1.1 MI N OF US-23 CONN
414 C06-06111 I-75 SB & RAMP HS 20+Mod2 = 30' Main 319 NA 2 - 35.76' 1968MID BRANCH PINE RIVER0.2 MI N OF M-61
415 C07-06111 I-75 NB & RAMP HS 20+Mod2 = 30' Main 319 NA 2 - 35.76' 1968MID BRANCH PINE RIVER0.2 MI N OF M-61
416 C08-06111 I-75 SB HS 20+Mod2 = 30' Main 319 NA 2 - 35.76' 1968N BRANCH PINE RIVER0.1 MI S OF MI PT 193
417 C09-06111 I-75 NB HS 20+Mod2 = 30' Main 319 NA 2 - 35.76' 1968N BRANCH PINE RIVER0.1 MI S OF MI PT 193
418 C10-06111 I-75 SB HS 251 = 17' Main 119 NA 2 - 36.09' 2005WELLS CREEKAT MI PT 201A
419 C11-06111 I-75 NB HS 251 = 17' Main 119 NA 2 - 36.09' 2005WELLS CREEK3.8 MI S OF OGEMAW COL
420 S01-06111 WORTH ROAD H 152 = 215' Main 432 MONO CONC 2 - 29.86' 16' -15' -4 - 79.7' L 79.7' R
19682'' L11'' R
I-756.5 MI SW OF STANDISH
421 S02-06111 US-23 HS 205 = 340' Main 332 MONO CONC 2 - 32.48' 16' -16' -4 - 65.3' L 68.2' R
19682'' L2'' R
I-755.0 MI SW OF STANDISH
422 S03-06111 I-75 SB HS 20+Mod3 = 112' Main 532 MONO CONC 2 - 40.68'14' -2 - 45.9' L 45.9' R
19685'' R
M-614.0 MI W OF STANDISH
423 S04-06111 I-75 NB HS 20+Mod3 = 112' Main 532 MONO CONC 2 - 40.68'15' -2 - 45.9' L 45.9' R
19681'' R
M-614.0 MI W OF STANDISH
424 S05-06111 LINCOLN ROAD H 153 = 156' Main 532 MONO CONC 2 - 29.86' 16' -16' -2 - 50.9' L 51.2' R
19682'' L7'' R
I-75 SB2.4 MI S OF STERLING
425 S06-06111 LINCOLN ROAD H 153 = 156' Main 532 MONO CONC 2 - 29.86'16' -2 - 51.2' R
19686'' R
I-75 NB2.4 MI S OF STERLING
426 S07-06111 STERLING ROAD H 156 = 384' Main 532 MONO CONC 2 - 29.86' 18' -16' -4 - 64.3' L 64.3' R
19681'' L3'' R
I-752.0 MI W OF STERLING
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STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Arenac
427 S11-06111 M-33 HS 206 = 381' Main 532 LATEX CONC 3 - 45.93' 16' -20' -5 - 62.7' L 62.7' R
19686'' L0'' R
I-751.0 MI N OF ALGER
428 S13-06111 US-23 RAMP F I-75 HS 205 = 348' Main 332 MONO CONC 2 - 24.28' 16' -16' -4 - 59.7' L 64.6' R
19681'' L3'' R
I-755.0 MI SW OF STANDISH
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STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Bay
579 B01-09011 M-84 H 151 = 61' Main 506 MONO CONC 2 - 81.2' 2009SQUACONNING CREEK0.29 MI SW OF I-75 JCT
580 C01-09011 M-84 H 151 = 22' Main 119 BITUMINOUS 2 - 2009DUTCH CREEK0.4 MI NE OF I-75
13488 C02-09011 M-84 OTHER12' Main 119 NA 2 -COLUMBIA DRAIN0.16 MI W OF S EUCLID AVE
581 B01-09012 M-247 H 153 = 135' Main 532 MONO CONC 2 - 39.8' 19351999
KAWKAWLIN RIVER1.0 MI N OF M-13 JCT
582 B01-09021 M-138 HS 201 = 43' Main 332 LATEX CONC 2 - 40' 19682008
QUANICASSEE RIVER2.7 MI E OF MUNGER
583 B02-09021 M-138 HS 201 = 40' Main 332 EPOXY OVLY 2 - 41.01'
1969CONSTANT DURUSSELL DRAIN3.5 MI E OF MUNGER
584 C01-09021 M-138 HS 20+Mod1 = 12' Main 119 NA 2 - 1900RATTEL DRAINAT COTTER RD
585 B01-09031 M-13 H 153 = 212' Main 204 LATEX CONC 2 - 42.98' 19271964
CHEBOYGANING CREEK4.0 MI N OF I-75 JCT
586 B01-09032 M-13 & M-84 HS 20+Mod3 = 508' Main 316 EPOXY OVLY 2 - 30'Appr 332
19382005
E CHANNEL SAGINAW RIVERIN BAY CITY (LAFAYETTE AV
587 B02-09032 M-13 & M-84 HS 206 = 508' Main 482 LATEX CONC 2 - 30' 19382005
W CHANNEL SAGINAW RIVERIN BAY CITY (LAFAYETTE AV
588 B01-09033 M-13 H 152 = 110' Main 332 LATEX CONC 4 - 53.6' 19311980
KAWKAWLIN RIVERIN KAWKAWLIN
589 B02-09033 M-13 H 152 = 36' Main 219 BITUMINOUS 4 - 65' 19371951
RYAN DRAIN6.4 MI S OF PINCONNING
590 B03-09033 M-13 H 151 = 27' Main 104 BITUMINOUS 4 - 64.96' 19371951
TEBO DRAIN3.8 MI S OF PINCONNING
591 B04-09033 M-13 H 151 = 34' Main 104 BITUMINOUS 4 - 70.87' 19381951
JOHNSONS CREEK1.8 MI S OF PINCONNING
592 B05-09033 M-13 H 151 = 50' Main 506 MONO CONC 4 - 52' 2009PINCONNING RIVERIN PINCONNING
593 B06-09033 M-13 H 151 = 27' Main 104 BITUMINOUS 4 - 66.93' 19381952
WHITE FEATHER CREEK3.0 MI N OF PINCONNING
594 C01-09033 M-13 HS 20+Mod1 = 19' Main 119 NA 4 - 1941RAILROAD DRAIN0.4 MI S OF LINWOOD RD
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STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Bay
595 C02-09033 M-13 HS 20+Mod1 = 16' Main 119 NA 4 - 1936TAP & GOVE DRAIN0.1 MI S OF LINWOOD RD
596 C03-09033 M-13 HS 20+Mod1 = 12' Main 119 NA 4 -
1936JOHNSON DRAIN1.8 MI N OF PINCONNING
597 B01-09034-1 I-75 NB HS 202 = 114' Main 332 MONO CONC 2 - 84.9' 19602009
SQUACONNING CREEK2.4 MI N OF SAGINAW COL
598 B01-09034-2 I-75 SB HS 202 = 114' Main 332 MONO CONC 4 - 96.9' 19602009
SQUACONNING CREEK2.4 MI N OF SAGINAW COL
599 C01-09034 I-75 HS 20+Mod1 = 20' Main 119 NA 6 - 2010GOETZ DRAIN@ SAGINAW COUNTY LINE
13328 C02-09034 I-75 OTHER18' Main 119 NA 4 - 143.04'DUTCH CREEK0.5 MI N OF HOTCHKISS RD
600 S01-09034 AMELITH RD H 154 = 204' Main 332 LATEX CONC 2 - 26' 16' -16' -6 - 66.9' L 67.3' R
19602006
10'' L8'' R
I-751.0 MI N OF SAGINAW COL
601 S02-09034-1 M-84 HS 20+Mod3 = 193' Main 482 MONO CONC 2 - 72'16' -4 - 92.5' R
20096'' R
I-75 NB2.6 MI N OF SAGINAW COL
602 S02-09034-2 M-84 HS 20+Mod3 = 193' Main 482 BITUMINOUS 2 - 72'16' -4 - 92.5' R
20097'' R
I-75 SB2.6 MI N OF SAGINAW COL
603 S03-09034 HOTCHKISS RD H 154 = 204' Main 332 EPOXY OVLY 2 - 26' 16' -16' -6 - 66.9' L 66.9' R
19608'' L8'' R
I-753.0 MI N OF SAGINAW COL
604 S04-09034 SALZBURG RD H 154 = 212' Main 332 EPOXY OVLY 2 - 26' 16' -16' - 6 - 66.9' L 66.6' R
19606'' L6'' R
I-754.0 MI N OF SAGINAW COL
605 S05-09034-3 US-10 EB HS 204 = 265' Main 204 LATEX CONC 2 - 41.99' 18' -18' -7 - 79.7' L 76.1' R
19583'' L6'' R
I-751.5 MI W OF BAY CITY
606 S05-09034-4 US-10 WB HS 204 = 265' Main 204 LATEX CONC 2 - 41.99' 17' -17' -7 - 79.7' L 76.1' R
19589'' L10'' R
I-751.5 MI W OF BAY CITY
607 B01-09035 I-75 SB HS 20+Mod3 = 189' Main 532 MONO CONC 2 - 40.03' 1968KAWKAWLIN RIVER1.5 MI S OF KAWKAWLIN
608 B02-09035 I-75 SB HS 203 = 135' Main 432 BITUMINOUS 2 - 38.5' 1968N BR KAWKAWLIN RIVER5.0 MI N OF KAWKAWLIN
609 B03-09035 I-75 SB HS 20+Mod1 = 40' Main 532 MONO CONC 2 - 40.03' 1968PINCONNING RIVER4.0 MI SW OF PINCONNING
610 B04-09035 I-75 SB HS 20+Mod2 = 82' Main 532 MONO CONC 2 - 40.03' 1968SAGANING RIVER3.5 MI NW OF PINCONNING
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STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Bay
611 B05-09035 I-75 SB HS 20+Mod1 = 24' Main 532 MONO CONC 2 - 40.03' 1968TEBO DRAIN7.0 MI SW OF PINCONNING
612 B06-09035 I-75 NB HS 20+Mod3 = 189' Main 532 MONO CONC 2 - 40.03' 1968KAWKAWLIN RIVER1.5 MI S OF KAWKAWLIN
613 B07-09035 I-75 NB HS 203 = 135' Main 432 MONO CONC 2 - 40.03' 1968N BR KAWKAWLIN RIVER5.0 MI NW OF KAWKAWLIN
614 B08-09035 I-75 NB HS 20+Mod1 = 24' Main 532 MONO CONC 2 - 40.03' 1968TEBO DRAIN7.0 MI S OF PINCONNING
615 B09-09035 I-75 NB HS 20+Mod1 = 40' Main 532 MONO CONC 2 - 40.03' 1968PINCONNING RIVER4.0 MI SW OF PINCONNING
616 B10-09035 I-75 NB HS 20+Mod2 = 82' Main 532 MONO CONC 2 - 40.03' 1968SAGANING RIVER3.5 MI NW OF PINCONNING
617 C01-09035 I-75 & RAMP HS 20+Mod1 = 12' Main 119 NA 4 - 1967MILL POND DRAIN0.4 MI N OF N UNION RD
618 C03-09035 I-75 HS 20+Mod2 = 12' Main 119 NA 4 - 1967HEMBLING DRAINNB BEAVER RD RAMP S MP168
619 C04-09035 I-75 HS 20+Mod2 = 14' Main 119 NA 4 - 1967RAILROAD DRAIN1 MI N OF PARISH RD
620 C05-09035 I-75 HS 20+Mod2 = 12' Main 119 NA 4 - 1967FRASER GARFIELD DRAIN0.6 MI N OF PREVO RD
621 C06-09035 I-75 HS 20+Mod2 = 15' Main 119 NA 4 - 1967COGGINS DRAIN100 FT N OF COGGINS RD
622 C07-09035 I-75 HS 20+Mod1 = 12' Main 119 NA 4 - 1967JOHNSON DRAIN0.9 MI N OF COGGINS RD
623 C08-09035 I-75 HS 20+Mod2 = 12' Main 119 NA 4 -
1967WHITEFEATHER DRAIN1.3 MI N OF CODY EGTEY RD
624 R01-09035-1 I-75 NB HS 20+Mod3 = 139' Main 332 LATEX CONC 3 - 59.06' 19602001
GTW RR1.5 MI W OF BAY CITY
625 R01-09035-2 I-75 SB HS 20+Mod3 = 139' Main 332 LATEX CONC 2 - 41.99' 19602001
GTW RR1.5 MI W OF BAY CITY
626 S01-09035-1 I-75 NB HS 251 = 76' Main 532 MONO CONC 4 - 69.23'14' -2 - 37.7' R
20015'' R
MIDLAND ROAD3.6 MI S OF KAWKAWLIN
627 S01-09035-2 I-75 SB HS 201 = 76' Main 332 MONO CONC 4 - 69.23'14' -2 - 37.7' R
20015'' R
MIDLAND ROAD3.6 MI S OF KAWKAWLIN
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STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Bay
628 S02-09035 N UNION RD H 154 = 208' Main 302 LATEX CONC 2 - 23.95' 16' -16' -6 - 67.3' L 66.9' R
19612001
8'' L6'' R
I-753.0 MI S OF KAWKAWLIN
629 S03-09035 I-75 SB HS 20+Mod3 = 160' Main 332 MONO CONC 2 - 40.03'15' -2 - 44' R
19682'' R
M-13 CONN2.5 MI S OF KAWKAWLIN
630 S04-09035 WILDER RD H 205 = 317' Main 332 LATEX CONC 2 - 32.48' 16' -17' -4 - 56.4' L 56.1' R
196810'' L0'' R
I-752.0 MI S OF KAWKAWLIN
631 S05-09035 I-75 SB HS 20+Mod3 = 150' Main 332 MONO CONC 2 - 40.03'15' - 2 - 44' R
19685'' R
WHEELER ROAD1.7 MI S OF KAWKAWLIN
632 S06-09035 CHIP RD H 155 = 331' Main 332 MONO CONC 2 - 25.92' 16' -16' - 4 - 56.4' L 56.8' R
19673'' L10'' R
I-756.0 MI NW OF BAY CITY
633 S07-09035 MACKINAW RD H 154 = 253' Main 332 MONO CONC 2 - 25.92' 16' -16' -4 - 80.7' L 80.4' R
19674'' L3'' R
I-756.5 MI NW OF BAY CITY
634 S08-09035 I-75 SB HS 20+Mod3 = 124' Main 332 MONO CONC 2 - 40.03' 16' -16' -2 - 45' L 45' R
19674'' L4'' R
BEAVER ROAD3.0 MI W OF KAWKAWLIN
635 S09-09035 PARISH ROAD H 152 = 216' Main 482 MONO CONC 2 - 25.92' 16' -16' - 4 - 79.7' L 79.7' R
19682'' L5'' R
I-755.0 MI N OF KAWKAWLIN
636 S10-09035 LINWOOD RD H 202 = 216' Main 482 LATEX CONC 2 - 30' 15' -16' - 4 - 79.7' L 78.7' R
19687'' L4'' R
I-757.0 MI N OF KAWKAWLIN
637 S11-09035 PREVO RD H 154 = 245' Main 332 MONO CONC 2 - 25.92' 15' -16' -4 - 81' L 81.7' R
19689'' L2'' R
I-756.0 MI S OF PINCONNING
638 S12-09035 COGGINS RD H 152 = 216' Main 482 MONO CONC 2 - 29.86' 16' -16' -4 - 79.4' L 79.4' R
19680'' L3'' R
I-753.0 MI SW OF PINCONNING
639 S13-09035 PINCONNING RD H 202 = 216' Main 482 MONO CONC 2 - 33.79' 16' -17' -4 - 79.4' L 79.4' R
19683'' L6'' R
I-752.7 MI W OF PINCONNING
640 S14-09035 CODY ESTEY RD H 152 = 216' Main 482 MONO CONC 2 - 28.5' 16' -16' -4 - 78.1' L 78.4' R
19686'' L8'' R
I-753.0 MI W OF PINCONNING
641 S15-09035 I-75 SB HS 20+Mod3 = 107' Main 532 MONO CONC 2 - 40.03'14' - 2 - 39.7' R
19681'' R
WHITE FEATHER ROAD3.0 MI N OF PINCONNING
642 S16-09035 I-75 NB HS 20+Mod3 = 150' Main 332 MONO CONC 2 - 40.03'14' -2 - 44' R
196810'' R
WHEELER ROAD1.7 MI S OF KAWKAWLIN
643 S17-09035 I-75 NB HS 20+Mod3 = 107' Main 532 MONO CONC 2 - 40.03'14' - 2 - 39.7' R
19681'' R
WHITE FEATHER ROAD3.0 MI N OF PINCONNING
644 S19-09035 I-75 NB HS 20+Mod3 = 116' Main 332 LATEX CONC 2 - 40.03' 14' -14' -2 - 45' L 45' R
19671998
5'' L5'' R
BEAVER ROAD3.0 MI W OF KAWKAWLIN
- 8 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Bay
645 S20-09035 I-75 NB HS 20+Mod3 = 169' Main 332 MONO CONC 2 - 40.03'18' -2 - 44' R
19679'' R
M-13 CONN SB2.5 MI S OF KAWKAWLIN
646 B01-09042 M-25 HS 207 = 854' Main 316 EPOXY OVLY 4 - 55.77'15' -Appr 303 2 - 39.7' R
195820055'' R
SAGINAW RI & MECHELEN DRIN BAY CITY
647 C01-09042 M-25 HS 20+Mod1 = 11' Main 119 NA 2 - 1957MOLLETTE DRAIN2.3 MI W OF TUSCOLA COL
648 C02-09042 M-25 HS 20+Mod1 = 11' Main 119 NA 2 - 1957MUNROE DRAIN1.1 MI W OF TUSCOLA COL
649 R01-09042 M-25 HS 255 = 247' Main 505 LATEX CONC 4 - 56.1' 19571993
CM RRIN BAY CITY
650 S01-09091 HOTCHKISS RD H 154 = 181' Main 532 LATEX CONC 2 - 26' 15' -16' -4 - 57.7' L 57.7' R
19662005
7'' L4'' R
M-472.0 MI S OF US-10
651 S02-09091 SALZBURG RD H 154 = 181' Main 532 EPOXY OVLY 2 - 26' 16' -16' -4 - 57.7' L 58.4' R
19664'' L4'' R
M-471.0 MI S OF US-10
652 B01-09101 US-10 HS 201 = 35' Main 104 BITUMINOUS 4 - 105.97' 1956CULVER DRAIN2.0 MI E OF AUBURN
653 C01-09101 US-10 HS 20+Mod1 = 10' Main 119 NA 4 - 1960HOPPLER CREEK1.2 MI SE OF MIDLAND COL
654 C02-09101 US-10 HS 20+Mod2 = 12' Main 119 NA 4 - 1950BRADFORD COUNTY DRAIN0.4 MI W OF SEVEN MI RD
655 C03-09101 US-10 HS 20+Mod2 = 12' Main 119 NA 4 - 1950WILCOX DRAIN0.2 MI W OF MACKINAW RD
656 R01-09101 US-10 SB HS 203 = 224' Main 332 LATEX CONC 2 - 58' 1961GTW RR0.3 MI E OF MIDLAND COL
657 R02-09101 US-10 NB HS 203 = 154' Main 332 MONO CONC 2 - 44' 19611997
GTW RR0.3 MI E OF MIDLAND COL
658 S01-09101 US-10 NB HS 203 = 130' Main 204 LATEX CONC 2 - 43.96'15' -2 - 60.7' R
19600'' R
E PACKARD(UNION RD)0.3 MI E OF MIDLAND COL
659 S02-09101 BAY RD HS 203 = 317' Main 204 MONO CONC 5 - 78.74' 16' -16' -4 - 73.2' L 55.8' R
199910'' L5'' R
US-100.4 MI E OF MIDLAND COL
660 S03-09101 FLAJOLE RD H 154 = 198' Main 204 MONO CONC 2 - 25.92' 15' -15' -4 - 56.1' L 56.4' R
19583'' L0'' R
US-101.0 MI E OF MIDLAND COL
661 S04-09101-1 M-47 NB HS 204 = 209' Main 332 BITUMINOUS 2 - 41.99' 15' -15' -5 - 65.9' L 65.3' R
19606'' L7'' R
US-1011.5 MI W OF BAY CITY
- 9 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Bay
662 S04-09101-2 M-47 SB HS 204 = 209' Main 332 BITUMINOUS 3 - 41.99' 15' -15' -5 - 65.3' L 65.6' R
19603'' L3'' R
US-1011.5 MI W OF BAY CITY
663 S05-09101 CARTER RD H 154 = 198' Main 204 MONO CONC 2 - 25.92' 15' -15' - 4 - 55.8' L 55.8' R
19582'' L3'' R
US-101.0 MI W OF FISHERVILLE
664 S06-09101 ELEVEN MILE RD H 154 = 198' Main 204 MONO CONC 2 - 25.92' 15' -15' -4 - 55.4' L 55.8' R
19581'' L3'' R
US-102.0 MI W OF AUBURN
665 S07-09101 GARFIELD RD H 154 = 198' Main 204 MONO CONC 2 - 25.92' 15' -15' - 4 - 55.8' L 56.4' R
19581'' L0'' R
US-101.0 MI W OF AUBURN
666 S08-09101 NINE MILE RD H 154 = 198' Main 204 LATEX CONC 2 - 30.18' 15' -15' -4 - 54.8' L 56.8' R
19581'' L0'' R
US-10S LTS OF AUBURN
667 S09-09101 SEVEN MILE RD H 154 = 183' Main 204 MONO CONC 2 - 25.92' 15' -15' - 4 - 50.2' L 50.9' R
19584'' L9'' R
US-106.0 MI W OF BAY CITY
668 S10-09101 MACKINAW RD H 154 = 182' Main 204 LATEX CONC 2 - 30.18' 15' -15' -4 - 50.2' L 51.8' R
19583'' L0'' R
US-104.0 MI W OF BAY CITY
669 S11-09101 THREE MILE RD H 154 = 217' Main 204 MONO CONC 2 - 25.92' 16' -14' -5 - 72.8' L 59.7' R
19580'' L11'' R
US-102.0 MI W OF BAY CITY
670 S01-09111 WILDER RD HS 204 = 212' Main 332 BITUMINOUS 2 - 25.92' 14' -14' -4 - 55.4' L 55.4' R
196110'' L9'' R
M-13/I-75 CONN1.9 MI S OF KAWKAWLIN
671 S02-09111 WHEELER RD H 204 = 183' Main 332 MONO CONC 2 - 25.92' 14' -14' - 4 - 56.5' L 55.4' R
19617'' L8'' R
M-13/I-75 CONN1.0 MI S OF KAWKAWLIN
- 10 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Clare
1680 B01-18011 M-115 H 151 = 23' Main 104 BITUMINOUS 2 - 44.95' 1938DOC & TOM CREEK4.6 MI SE OF OSCEOLA COL
1681 B02-18011 M-115 H 151 = 27' Main 104 BITUMINOUS 2 - 35.1' 1938NORWAY CREEK0.8 MI SE OF OSCEOLA COL
1682 B01-18021 US-10 H 151 = 27' Main 104 BITUMINOUS 2 - 36' 1938CHIPPEWA CREEK1.0 MI E OF OSCEOLA COL
1683 B01-18022 M-115 H 201 = 35' Main 104 BITUMINOUS 2 - 40' 1935S BR TOBACCO RIVER1.7 MI E OF FARWELL
1684 B02-18022 M-115 H 201 = 51' Main 302 MONO CONC 2 - 44' 19351989
S BR TOBACCO RIVER1.9 MI W OF CLARE
1685 C01-18022 US-10 BR HS 20+Mod1 = 15' Main 119 NA 2 - 1935LITTLE TOBACCO DRAIN0.5 MI E OF CLARE
1686 C01-18023 US-10 SB HS 20+Mod1 = 10' Main 119 NA 2 - 1961LITTLE TOBACCO DRAIN0.4 MI SE OF US-127
1687 C02-18023 US-10 NB HS 20+Mod1 = 10' Main 119 NA 2 - 1961LITTLE TOBACCO DRAIN0.4 MI SE OF US-127
1688 S01-18023 US-10 CON TO US127 HS 204 = 238' Main 332 LATEX CONC 2 - 31.82'14' -4 - 51.8' R
196110'' R
US-127 NB & EBERHART RD0.8 MI NW OF ISABELLA COL
1689 S02-18023 US-10 WB HS 203 = 152' Main 332 LATEX CONC 2 - 43.96'15' - 2 - 37.7' R
19612'' R
EBERHART ROAD0.9 MI NW OF ISABELLA COL
1690 S03-18023 CLARABELLA RD H 154 = 280' Main 332 MONO CONC 2 - 23.95' 16' -14' -4 - 67.9' L 67.9' R
19611'' L5'' R
US-10 CONN@ ISABELLA CO LINE
1691 R01-18024 US-10 WB HS 203 = 138' Main 332 MONO CONC 2 - 43' 1973MDOT RR3 MI NW OF FARWELL
1692 R02-18024 US-10 EB HS 203 = 138' Main 332 MONO CONC 2 - 43' 1973MDOT RR3 MI NW OF FARWELL
1693 S01-18024 US-10 WB HS 203 = 197' Main 382 MONO CONC 2 - 42.65'16' -3 - 45.9' L 44.9' R
19737'' R
M-1153.5 MI NW OF FARWELL
1694 S02-18024 US-10 EB HS 203 = 200' Main 382 MONO CONC 3 - 54.79'16' -3 - 46.9' L 44.9' R
19736'' R
M-1153.5 MI NW OF FARWELL
1695 S05-18024 OLD STATE RD H 206 = 468' Main 332 MONO CONC 2 - 38.39' 16' -17' -4 - 97.8' L 97.8' R
19730'' L4'' R
US-102.0 MI N OF FARWELL
1696 S07-18024 HARRISON RD H 207 = 489' Main 332 MONO CONC 2 - 34.45' 19' -16' -4 - 87.9' L 88.9' R
19734'' L5'' R
US-105 MI NW OF CLARE
- 11 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Clare
1697 S09-18024 GRANT RD H 207 = 490' Main 332 MONO CONC 2 - 34.45' 16' -18' -4 - 86.9' L 87.9' R
19735'' L7'' R
US-105 MI N OF CLARE
1698 S11-18024 US-10 WB HS 204 = 367' Main 382 MONO CONC 2 - 42.65' 16' -17' -5 - 91.9' L 93.8' R
19732'' L1'' R
US-1274 MI N OF CLARE
1699 S12-18024 US-10E TO US-127N HS 204 = 289' Main 382 MONO CONC 1 - 25.26' 16' -17' -6 - 95.8' L 99.7' R
19731'' L2'' R
US-1274 MI N OF CLARE
1700 B01-18031 US-127 BR HS 251 = 45' Main 505 MONO CONC 4 - 63.98' 19311991
S BR TOBACCO RIVERIN CLARE
1701 C01-18031 US-127 BR HS 20+Mod2 = 16' Main 119 NA 4 - 1951LITTLE TOBACCO RIVER(220 MCEWAN ST) CLARE
1702 B01-18033 US-127 NB HS 201 = 50' Main 532 MONO CONC 2 - 55' 1962S BR TOBACCO RIVERN LTS OF CLARE
1703 B02-18033 US-127 SB HS 201 = 50' Main 532 LATEX CONC 2 - 57.4'
19622001
S BR TOBACCO RIVERN LTS OF CLARE
1704 C01-18033 US-127 SB HS 20+Mod1 = 12' Main 119 NA 2 - 1900LITTLE TOBACCO DRAIN0.3 MI S OF US-10
1705 C02-18033 US-127 NB HS 20+Mod1 = 12' Main 119 NA 2 - 1900LITTLE TOBACCO DRAIN0.3 MI S OF US-10
1706 S02-18033-1 US-127 NB HS 251 = 122' Main 382 MONO CONC 2 - 64.3'16' -2 - 36.7' R
20015'' R
US-127 BRUS-127 BR
1707 S02-18033-2 US-127 SB HS 251 = 121' Main 382 MONO CONC 2 - 64.3'16' -2 - 36.7' L
20015'' R
US-127 BRUS-127 BR
1708 S03-18033 SURREY RD H 153 = 123' Main 532 MONO CONC 2 - 27.89' 15' -14' - 2 - 54.8' R
19641'' L9'' R
US-127 SB1.0 MI N OF US-127 BR
1709 S05-18033 DOVER RD H 154 = 205' Main 532 MONO CONC 2 - 25.92' 15' -15' - 4 - 68.9' L 68.9' R
19660'' L1'' R
US-1273.0 MI N OF US-127 BR
1710 S06-18033 HATTON RD H 153 = 122' Main 532 MONO CONC 2 - 25.92' 15' -15' -2 - 56.4' L
19660'' L0'' R
US-127 SB4.6 MI S OF M-61
1711 S07-18033 HATTON RD H 153 = 122' Main 532 MONO CONC 2 - 25.92'14' -2 - 55.8' R
196610'' R
US-127 NB4.6 MI S OF M-61
1712 S08-18033 MANNSIDING RD H 153 = 130' Main 532 MONO CONC 2 - 25.92' 14' -14' -2 - 56.4' L
19668'' L6'' R
US-127 SB2.3 MI S OF M-61
1713 S09-18033 MANNSIDING RD H 153 = 131' Main 532 MONO CONC 2 - 25.92'14' -2 - 44.9' R
19666'' R
US-127 NB2.3 MI S OF M-61
- 12 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Clare
1714 S10-18033 SURREY RD H 153 = 136' Main 532 MONO CONC 2 - 27.89'14' - 2 - 55.8' R
19649'' R
US-127 NB1.0 MI N OF US-127 BR
1715 B01-18034-1 US-127 NB HS 201 = 45' Main 332 LATEX CONC 2 - 43' 1962TOWNLINE CREEK0.7 MI S OF ROSCOMMON COL
1716 B01-18034-2 US-127 SB HS 201 = 45' Main 332 LATEX CONC 2 - 43' 1962TOWNLINE CREEK0.7 MI S OF ROSCOMMON COL
1717 C01-18034 US-127 HS 20+Mod1 = 12' Main 119 NA 4 - 1961LITTLE LONG LAKE OUTLET0.6 MI S TOWNLINE LK RD
1718 S01-18034-1 US-127 NB HS 203 = 157' Main 532 LATEX CONC 3 - 54'16' - 2 - 46.7' R
196120071'' R
US-127 BR & M-61@ US-127 BR & M-61
1719 S01-18034-2 US-127 SB HS 203 = 157' Main 532 LATEX CONC 3 - 54'14' -2 - 46.6' R
1961200710'' R
US-127 BR & M-61@ US-127 BR & M-61
1720 S02-18034 MOSTETLER RD H 153 = 127' Main 532 MONO CONC 2 - 25.92' 14' -14' -2 - 57.4' R
196610'' L11'' R
US-127 NB1.3 MI N US-127BR, M-61
1721 S03-18034 MOSTETLER RD H 153 = 123' Main 532 MONO CONC 2 - 25.92'14' -2 - 57.7' L
196611'' R
US-127 SB1.3 MI N US-127BR, M-61
1722 S04-18034 TOWNLINE LAKE RD H 155 = 238' Main 532 MONO CONC 2 - 27.89' 15' -14' -4 - 57.7' L 57.7' R
19641'' L9'' R
US-1273.0 MI N M-61
1723 S05-18034-1 US-127 NB HS 203 = 165' Main 332 LATEX CONC 2 - 43.96'16' -2 - 60.7' R
19611'' R
US-127 BR6.2 MI S OF ROSCOMMON COL
1724 S05-18034-2 US-127 SB HS 203 = 165' Main 332 LATEX CONC 2 - 43.96'14' -2 - 60.7' R
19619'' R
US-127 BR6.2 MI S OF ROSCOMMON COL
1725 S06-18034 LONG LAKE RD H 153 = 124' Main 532 MONO CONC 2 - 25.92' 15' -14' -2 - 57.7' R
19661'' L8'' R
US-127 SB4.0 MI S OF ROSCOMMON COL
1726 S07-18034 LONG LAKE RD H 153 = 124' Main 532 MONO CONC 2 - 25.92'14' -2 - 56.8' R
19669'' R
US-127 NB4.0 MI S OF ROSCOMMON COL
1727 S08-18034 BAILEY DRIVE H 154 = 220' Main 332 MONO CONC 2 - 26' 14' -14' -4 - 69.9' L 69.9' R
19666'' L8'' R
US-1271.7 MI S OF ROSCOMMON COL
1728 B01-18041 M-61 HS 203 = 220' Main 332 MONO CONC 2 - 34' 1951MUSKEGON RIVER2.8 MI E OF OSCEOLA COL
1729 C01-18042 M-61 HS 20+Mod1 = 17' Main 119 NA 2 - 1939JOSE CREEK1.7 MI SE OF US-127
1730 C02-18042 M-61 HS 20+Mod1 = 18' Main 119 NA 2 - 1939N BR TOBACCO RIVER2.0 MI SE OF US-127
- 13 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Clare
1731 C03-18042 M-61 HS 20+Mod1 = 10' Main 119 NA 2 -
1940HOWLAND CREEK0.7 MI W OF GLADWIN COL
1732 C04-18042 M-61 HS 20+Mod1 = 16' Main 119 NA 2 - 1940N BR TOBACCO RIVER3.9 MI W OF GLADWIN COL
- 14 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Genesee
2464 B01-25011 M-13 H 151 = 40' Main 302 EPOXY OVLY 2 - 44' 1932MISTEQUAY CREEK2.3 MI N OF M-21
2465 C01-25011 M-13 HS 20+Mod1 = 12' Main 119 NA 2 - 1938REED DRAIN1.2 MI S OF M-57
13469 C02-25011 M-13 OTHER12' Main 119 BITUMINOUS 2 - 40' 2009BAILEY DRAIN0.9 MI N OF I-69
2467 B01-25031-1 US-23 NB HS 201 = 42' Main 332 LATEX CONC 2 - 42.98' 1957SHIAWASSEE RIVERIN FENTON
2468 B01-25031-2 US-23 SB HS 201 = 42' Main 332 LATEX CONC 2 - 42.98' 1957SHIAWASSEE RIVERIN FENTON
2469 B02-25031-1 US-23 NB HS 253 = 129' Main 302 MONO CONC 2 - 43.64' 19572002
SWARTZ CREEK2.5 MI S OF FLINT
2470 B02-25031-2 US-23 SB HS 253 = 129' Main 302 MONO CONC 2 - 43.64' 19572002
SWARTZ CREEK2.5 MI S OF FLINT
2471 B03-25031 I-75 HS 201 = 60' Main 332 LATEX CONC 6 - 104.99' 19541988
SWARTZ CREEKN OF I-69 @ INTERCHG
2472 C01-25031 US-23 HS 20+Mod1 = 10' Main 119 NA 4 - 1957LAKE FENTON DRAIN1.1 MI S OF LAHRING RD
2473 C02-25031 US-23 HS 20+Mod1 = 16' Main 119 NA 4 - 1957INDIAN CREEK0.2 MI S OF TORREY RD
2474 C03-25031 I-75 & US-23 HS 20+Mod1 = 14' Main 119 NA 6 - 1958CALL COUNTY DRAIN0.5 MI S OF BRISTOL RD
2475 R01-25031-1 US-23 NB HS 205 = 333' Main 332 LATEX CONC 2 - 46.59' 20' -20' -4 - 66.6' R
19581'' L0'' R
US-23 BR & GTW RRIN FENTON
2476 R01-25031-2 US-23 SB HS 205 = 333' Main 332 LATEX CONC 2 - 46.59' 20' -20' -4 - 66.6' R
19580'' L1'' R
US-23 BR & GTW RRIN FENTON
2477 S01-25031 US-23 BR HS 204 = 266' Main 506 MONO CONC 5 - 79.72' 15' -17' -6 - 3.3' L 11.2' R
19571994
1'' L1'' R
US-23OWEN RD (1 MI W / FENTON)
2478 S02-25031 LAHRING RD H 154 = 238' Main 332 MONO CONC 2 - 25.92' 14' -14' - 4 - 56.4' L 56.4' R
19571994
5'' L3'' R
US-231.6 MI N OF FENTON
2479 S03-25031 THOMPSON RD H 154 = 224' Main 302 BITUMINOUS 2 - 25.92' 16' -16' -6 - 56.4' L 56.4' R
19572'' L3'' R
US-233.2 MI N OF FENTON
2480 S04-25031 BALDWIN RD H 154 = 180' Main 332 MONO CONC 2 - 25.92' 16' -16' - 4 - 56.4' L 56.4' R
19573'' L2'' R
US-235.0 MI N OF FENTON
- 15 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Genesee
2481 S05-25031 TORREY RD H 204 = 318' Main 332 EPOXY OVLY 2 - 25.92' 16' -16' -6 - 56.4' L 56.4' R
19573'' L4'' R
US-236.3 MI N OF FENTON
2482 S06-25031 GRAND BLANC RD H 204 = 223' Main 332 MONO CONC 4 - 56' 16' -16' - 6 - 56.4' L 56.4' R
19572005
2'' L2'' R
US-237.3 MI N OF FENTON
2483 S07-25031 HILL RD HS 252 = 169' Main 482 MONO CONC 5 - 63.98' 16' -16' -4 - 53.3' L 53.3' R
20053'' L3'' R
US-232.0 MI S OF M-121
2484 S08-25031 MAPLE RD H 154 = 172' Main 302 MONO CONC 2 - 25.92' 14' -14' -6 - 51.5' R
19573'' L7'' R
I-750.4 MI S OF FLINT
2485 S09-25031 I-75 HS 252 = 154' Main 482 MONO CONC 8 - 132.87' 15' -15' -6 - 39.3' L 39.3' R
20058'' L7'' R
BRISTOL RD1.0 MI SW OF FLINT
2486 S11-25031 MILLER RD HS 206 = 288' Main 332 LATEX CONC 4 - 61.02' 14' -14' -9 - 49.9' R
19540'' L5'' R
I-75W LTS OF FLINT
2487 X02-25031 GTW RR Railroad2 = 112' Main 303 NA 14' -14' -6 - 48.6' R
19546'' L7'' R
I-75S OF I-69 @ INTERCH
2488 B01-25032 I-75 US-23 HS 206 = 492' Main 382 LATEX CONC 6 - 119.75' 19581973
FLINT RIVER2.0 MI N OF M-21
2489 B02-25032-1 I-75 & US-23 NB HS 203 = 147' Main 532 MONO CONC 3 - 81.8' 19582002
BRENT RUN CREEK5.0 MI S OF SAGINAW COL
2490 B02-25032-2 I-75 & US-23 SB HS 203 = 147' Main 532 MONO CONC 3 - 69.1' 19582001
BRENT RUN CREEK5.0 MI S OF SAGINAW COL
2491 B03-25032-1 I-75 & US-23 NB HS 203 = 135' Main 104 LATEX CONC 3 - 81.2' 19582004
PINE RUN CREEK0.4 MI N OF M-57
2492 B03-25032-2 I-75 & US-23 SB HS 203 = 135' Main 104 LATEX CONC 3 - 79.1' 19582004
PINE RUN CREEK0.4 MI N OF M-57
2493 C01-25032 I-75 & US-23 HS 20+Mod1 = 14' Main 119 NA 6 - 1958HARTSHORN DRAIN0.4 MI S OF PIERSON RD
2494 C02-25032 I-75 & US-23 HS 20+Mod1 = 10' Main 119 NA 6 -
1998PINE RUN/PARKER CREEK0.5 MI S OF M-57
2495 C03-25032 I-75 & US-23 HS 20+Mod1 = 14' Main 119 NA 6 - 1958BR OF SILVER CREEK0.1 MI N OF LAKE RD
2496 C04-25032 I-75 & US-23 HS 20+Mod1 = 16' Main 119 NA 6 -
1958SILVER CREEK0.5 MI S OF SAGINAW COL
2497 P01-25032 HOGARTH ST WALKOER Pedestrian3 = 169' Main 303 EPOXY OVLY 15' -16' -7 - 58.7' L 51.5' R
19571969
1'' L1'' R
I-75S OF M-21
- 16 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Genesee
2498 S01-25032 ARLENE DRIVE HS 154 = 187' Main 332 MONO CONC 2 - 25.92' 14' -16' -6 - 50.2' R
19578'' L2'' R
I-75S OF M-21
2499 S02-25032 M-21 OTHER2 = 205' Main 532 MONO CONC 6 - 76' 15' -15' -7 - 62.5' L 54' R
20093'' L5'' R
I-75NEAR W LTS OF FLINT
2500 S03-25032 I-75 HS 203 = 107' Main 332 LATEX CONC 6 - 104.9'13' -2 - 37.7' R
195710'' R
COURT STN OF M-21
2501 S04-25032 BEECHER RD H 204 = 288' Main 332 MONO CONC 2 - 47.9' 17' -14' -6 - 50.5' L 50.9' R
195810'' L6'' R
I-751 MI N OF M-21
2502 S05-25032-1 I-75 NB HS 203 = 174' Main 204 LATEX CONC 3 - 59.71'14' -2 - 59.7' R
195819737'' R
FLUSHING RDN OF FLINT RIVER
2503 S05-25032-2 I-75 SB HS 203 = 184' Main 204 LATEX CONC 3 - 59.71'16' -2 - 59.7' R
195819736'' R
FLUSHING RDN OF FLINT RIVER
2504 S07-25032 PASADENA AVE H 154 = 197' Main 332 MONO CONC 2 - 30.84' 14' -14' -6 - 56.4' L 56.1' R
19589'' L7'' R
I-753 MI N OF M-21
2505 S08-25032 PIERSON RD H 202 = 228' Main 382 MONO CONC 5 - 90.5' 15' -17' -8 - 79.1' L 82.7' R
19737'' L3'' R
I-754 MI N OF M-21
2506 S09-25032 CARPENTER RD H 154 = 202' Main 332 MONO CONC 2 - 25.92' 14' -14' -6 - 67.9' L 67.6' R
19574'' L2'' R
I-755.4 MI N OF M-21
2507 S10-25032 COLDWATER RD H 204 = 203' Main 332 MONO CONC 4 - 47.9' 14' -14' -6 - 68.2' L 67.6' R
19572'' L7'' R
I-756.1 MI S OF M-57
2508 S11-25032 STANLEY RD H 203 = 285' Main 382 EPOXY OVLY 2 - 45.93' 16' -16' -7 - 69.8' L 68.5' R
19721'' L1'' R
I-755.1 MI S OF M-57
2509 S12-25032 MT MORRIS RD H 204 = 202' Main 332 MONO CONC 2 - 31.82' 16' -16' -6 - 67.5' L 67.2' R
19571987
2'' L3'' R
I-754.1 MI S OF M-57
2510 S13-25032 DODGE RD H 154 = 248' Main 332 MONO CONC 2 - 25.92' 16' -16' -6 - 67.1' L 67.1' R
195810'' L1'' R
I-752.1 MI S OF M-57
2511 S14-25032 WILSON RD H 154 = 219' Main 332 LATEX CONC 2 - 25.92' 16' -16' -6 - 67.2' R
19582003
6'' L8'' R
I-751.0 MI S OF M-57
2512 S15-25032 M-57 (VIENNA RD) HS 254 = 257' Main 505 EPOXY OVLY 5 - 80.71' 15' -16' -6 - 66.9' R
199810'' L3'' R
I-75AT M-57
2513 S16-25032 FARRAND RD H 154 = 202' Main 332 MONO CONC 2 - 25.92' 16' -16' -4 - 67.5' L 67.5' R
19582002
6'' L5'' R
I-751.0 MI N OF M-57
2514 S17-25032 LAKE RD H 154 = 206' Main 332 MONO CONC 2 - 25.92' 14' -14' -6 - 67.3' L 67.3' R
19592003
9'' L7'' R
I-752.0 MI N OF M-57
- 17 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Genesee
2517 B02-25042-3 I-69 EB HS 203 = 97' Main 532 MONO CONC 4 - 56.2' 1968SWARTZ CREEKE OF BRISTOL RD
2518 B02-25042-4 I-69 WB HS 203 = 97' Main 532 EPOXY OVLY 4 - 56.2' 1968SWARTZ CREEKE OF BRISTOL RD
2519 B05-25042 I-75 RAMP A & C HS 203 = 128' Main 532 MONO CONC 2 - 40.68' 1969SWARTZ CREEKSB I-75 RMP TO I-69
2520 B06-25042 I-75 RAMP H & M HS 201 = 64' Main 332 MONO CONC 2 - 48.56' 1969SWARTZ CREEKWB I-69 RMP TO NB I-75
2521 B07-25042 I-75 RAMP L HS 201 = 57' Main 332 MONO CONC 1 - 24.28' 1969SWARTZ CREEKNB I-75 RMP TO MILLER RD
2522 C01-25042 I-69 & RAMP HS 20+Mod2 = 20' Main 119 NA 7 - 1968HOWLAND & HEWITT DRAIN0.2 MI E OF LINDEN RD
2523 C02-25042 I-69 & RAMP G HS 20+Mod1 = 12' Main 119 NA 7 - 1969CALL DRAIN0.3 MI W OF I-75
2524 C03-25042 I-69 WB RAMPS A&B HS 20+Mod1 = 12' Main 119 NA 3 - 1969CALL DRAIN0.3 MI W OF I-75
2525 R03-25042 I-75 RAMP B HS 208 = 587' Main 382 LATEX CONC 2 - 32.81' 20' -20' -6 - 57.7' L 53.5' R
19690'' L0'' R
GTW RR &I-75NB I-75 RMP TO WB I-69
2526 R04-25042 I-69 EB HS 204 = 285' Main 332 EPOXY OVLY 2 - 42' 1968GTW RR & SWARTZ CREEKE OF MILLER @ SWARTZ CRK
2527 R05-25042 I-69 EB HS 203 = 203' Main 332 EPOXY OVLY 2 - 40.03' 19681998
GTW RRE OF MILLER RD & R04
2528 R06-25042 I-69 WB HS 204 = 285' Main 332 EPOXY OVLY 2 - 30.84' 1968GTW RR &SWARTZ CREEKE OF MILLER @ SWARTZ CRK
2529 R07-25042 I-69 WB HS 203 = 203' Main 332 EPOXY OVLY 2 - 38.5' 19681998
GTW RRE OF MILLER RD & R06
2530 R09-25042 I-75RAMP D HS 203 = 266' Main 382 MONO CONC 1 - 24.28' 1969GTW RRNB I-75 RAMP TO EB I-69
2531 S01-25042 M-13 HS 204 = 226' Main 204 LATEX CONC 4 - 57.74' 15' -17' -4 - 66.9' L 66.9' R
19593'' L2'' R
I-69@ SHIAWASSEE CO LINE
2532 S02-25042 DUFFIELD RD H 154 = 226' Main 204 MONO CONC 2 - 27.89' 15' -15' -4 - 67.9' L 67.9' R
19598'' L8'' R
I-691.0 MI E OF M-13
2533 S03-25042 NICHOLS RD H 154 = 226' Main 204 MONO CONC 2 - 27.89' 14' -15' -4 - 66.9' L 67.9' R
195911'' L0'' R
I-692.0 MI E OF M-13
- 18 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Genesee
2534 S04-25042 SEYMOUR RD H 154 = 226' Main 204 MONO CONC 2 - 29.86' 14' -14' -4 - 66.9' L 66.9' R
196011'' L11'' R
I-691.5 MI NW OF SWARTZ CREEK
2535 S05-25042 MORRISH RD H 154 = 226' Main 204 LATEX CONC 2 - 29.86' 14' -15' -4 - 67.9' L 66.9' R
196010'' L1'' R
I-690.5 MI N OF SWARTZ CREEK
2536 S06-25042-3 I-69 EB HS 203 = 137' Main 204 EPOXY OVLY 2 - 42'14' -2 - 59.7' R
196019958'' R
ELMS RD1.2 MI NE OF SWARTZ CREEK
2537 S06-25042-4 I-69 WB HS 203 = 137' Main 204 EPOXY OVLY 3 - 52'13' -2 - 59.7' R
196019958'' R
ELMS RD1.2 MI NE OF SWARTZ CREEK
2538 S08-25042 I-69 EB HS 203 = 137' Main 532 EPOXY OVLY 3 - 44.2' 16' -16' -2 - 60.7' R
19687'' L7'' R
LINDEN RD2.0 MI SW OF FLINT
2539 S09-25042-3 I-69 EB HS 204 = 232' Main 332 EPOXY OVLY 3 - 43.96' 15' -15' -4 - 38.7' L 39.4' R
19681991
0'' L0'' R
BRISTOL RD2.4 MI E OF SWARTZ CREEK
2540 S09-25042-4 I-69 WB HS 204 = 232' Main 332 EPOXY OVLY 3 - 43.96' 14' -14' -4 - 38.7' L 38.7' R
19681991
11'' L10'' R
BRISTOL RD2.4 MI E OF SWARTZ CREEK
2541 S10-25042 I-75 RAMP B HS 205 = 339' Main 332 LATEX CONC 2 - 32.81' 15' -15' -6 - 56.1' L 65.9' R
19690'' L9'' R
I-69NB I-75 RAMP TO WB I-69
2542 S11-25042 I-75 RAMP C HS 205 = 289' Main 332 MONO CONC 2 - 32.81' 15' -16' -6 - 49.5' L 66.9' R
19691'' L2'' R
I-69SB I-75 RAMP TO EB I-69
2543 S12-25042-3 I-69 EB HS 204 = 210' Main 532 MONO CONC 2 - 40.68' 16' -16' -6 - 62.7' L 62.7' R
19695'' L8'' R
I-75SW LTS OF FLINT
2544 S12-25042-4 I-69 WB HS 204 = 210' Main 532 MONO CONC 2 - 40.68' 16' -16' -6 - 62.7' L 62.7' R
19693'' L5'' R
I-75SW LTS OF FLINT
2545 S12-25042-7 I-69 RAMP E HS 204 = 210' Main 532 MONO CONC 1 - 24.28' 16' -16' -6 - 62.7' L 62.7' R
19691'' L3'' R
I-75EB I-69 RAMP TO NB I-75
2546 S12-25042-8 I-69 RAMP F HS 204 = 210' Main 532 MONO CONC 1 - 24.28' 15' -16' -4 - 62.7' L 64' R
196011'' L4'' R
I-75WB I-69 RAMP TO SB I-75
2547 S13-25042 I-75 RAMP C HS 206 = 333' Main 332 LATEX CONC 2 - 32.81' 20' -20' -4 - 63' L 53.5' R
19690'' L0'' R
I-75SB I-75 RAMP TO EB I-69
2548 S15-25042-3 I-69 EB HS 203 = 145' Main 332 MONO CONC 2 - 40.68' 14' -14' -4 - 63' R
19697'' L7'' R
BALLENGER RDE OF I-75 @ INTERCHG
2549 S15-25042-4 I-69 WB HS 203 = 145' Main 332 MONO CONC 2 - 40.68' 15' -15' -4 - 63' L
19692'' L2'' R
BALLENGER RDE OF I-75 @ INTERCHG
2550 S15-25042-8 I-69 WB RAMPS H&F HS 203 = 145' Main 332 MONO CONC 2 - 46.26' 15' -15' -4 - 63' L
19692'' L0'' R
BALLENGER RDWB I-69 RAMP TO I-75
- 19 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Genesee
2551 S16-25042 I-75 RAMPS C & D HS 203 = 184' Main 332 LATEX CONC 3 - 48.88'20' -4 - 65.6' R
19690'' R
BALLENGER RDI-75 RAMP TO EB I-69
2552 S17-25042 I-69 EB HS 204 = 233' Main 332 LATEX CONC 3 - 44.7' 14' -14' -4 - 41' L 41' R
19682006
6'' L8'' R
MILLER RDIN SWARTZ CREEK
2553 S18-25042 I-69 WB HS 203 = 137' Main 532 EPOXY OVLY 3 - 44.2'14' -2 - 60.7' R
19680'' R
LINDEN RD2.0 MI E OF SWARTZ CREEK
2554 S19-25042-4 I-69 WB HS 204 = 224' Main 332 LATEX CONC 2 - 39' 17' -18' -4 - 41' L 41' R
19682006
9'' L0'' R
MILLER RDIN SWARTZ CREEK
2555 S19-25042-8 I-69 WB RAMP C HS 204 = 195' Main 332 LATEX CONC 1 - 23' 15' -16' -4 - 41' L 41' R
19681991
7'' L5'' R
MILLER RDIN SWARTZ CREEK
2556 S20-25042 I-75 RAMPS H & M HS 203 = 211' Main 332 MONO CONC 1 - 25.59'14' -1 - 31.5' R
19697'' R
I-69 RAMP LWB I-69 RAMP TO NB I-75
2557 B01-25051 M-54BR SAGINAW RD HS 251 = 40' Main 532 MONO CONC 4 - 69.88' 2002THREAD CREEKIN FLINT 2000 BLK S SAGIN
2566 B01-25072 M-54 HS 251 = 39' Main 505 MONO CONC 4 - 62.99' 1976THREAD CREEKIN FLINT (1.4MI S OF COUR
2567 B02-25072 M-54 H 153 = 208' Main 111 BITUMINOUS 5 - 63.98' 19261990
FLINT RIVERIN FLINT (2.6 MI N OF COU
2568 C01-25072 M-54 HS 20+Mod1 = 12' Main 119 NA 4 - 1926GILKEY CREEKINT DORT HWY & COURT ST
2569 X01-25072 GTW RR Railroad3 = 104' Main 303 NA13' -4 - 63' R
19369'' R
M-54IN FLINT(.2MI S OF COURT)
2570 X02-25072 CSX RR Railroad3 = 135' Main 303 NA14' -4 - 42' R
19293'' R
M-54IN FLINT(3.4MI N OF COURT
2571 C01-25073 M-54 H 151 = 12' Main 119 NA 4 - 1926LEWIS BOUTELL DRAIN1.6MI S OF M-57(PINE RUN)
2572 B01-25081 M-21 HS 201 = 45' Main 302 BITUMINOUS 2 - 81.04' 19491957
MISTEQUAY CREEK2.1 MI E OF SHIAWASSEE CO
2573 B02-25081 M-21 HS 201 = 62' Main 111 BITUMINOUS 4 - 50' 1918SWARTZ CREEKIN FLINT
2574 C01-25081 M-21 HS 20+Mod1 = 10' Main 119 NA 4 - 1999MUD CREEK6.4 MI E OF SHIAWASSEE CO
2575 R01-25081 M-21 HS 203 = 72' Main 532 MONO CONC 4 - 50'
19181964
CSX RR (ABN)IN FLINT
- 20 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Genesee
2576 B01-25084 I-69 WB HS 201 = 83' Main 332 MONO CONC 3 - 51.2' 1970KEARSLEY CR2.6 MI W OF M-15
2577 B02-25084 I-69 EB HS 201 = 83' Main 332 MONO CONC 3 - 51.2' 1970KEARSLEY CR2.6 MI W OF M-15
2578 C01-25084 I-69 HS 20+Mod1 = 14' Main 119 NA 8 - 1971ROBINSON DRAIN0.2 MI W OF DORT HWY
2579 C02-25084 I-69 HS 20+Mod1 = 10' Main 119 NA 6 - 1971GILKEY DRAIN0.1 MI E OF GENESEE RD
2580 C03-25084 I-69 HS 20+Mod2 = 16' Main 119 NA 4 - 1971BIG SWAMP DRAIN0.6 MI W OF WASHBURN RD
2581 P02-25084 PED @ ADAMS AVE Pedestrian14 = 454' Main 303 MONO CONC 20' -18' -Appr 201 8 - 99.7' L 99.7' R
19710'' L6'' R
I-692.3 MI E OF FLINT
2582 R01-25084 I-69 HS 203 = 364' Main 382 MONO CONC 8 - 137.8' 1971GTW RRIN FLINT
2583 R02-25084 I-69 HS 203 = 153' Main 332 MONO CONC 7 - 125.98' 1971CSX RRIN FLINT
2584 R02-25084-8 I-69 RAMP D WB HS 253 = 155' Main 332 MONO CONC 1 - 28' 2003CSX RRIN FLINT
2585 S01-25084 LAPEER RD H 204 = 458' Main 382 MONO CONC 4 - 51.84' 16' -15' -8 - 69.9' L 57.7' R
19707'' L6'' R
I-69IN FLINT
2586 S03-25084 I-69 HS 204 = 172' Main 532 MONO CONC 8 - 132.55' 14' -15' -6 - 53.8' L 54.8' R
197110'' L0'' R
M-54 (DORT HWY)IN FLINT
2587 S04-25084-3 I-69 EB HS 203 = 135' Main 332 MONO CONC 4 - 62.01' 15' -15' -4 - 70.9' R
19710'' L6'' R
AVERILL AVEIN FLINT
2588 S04-25084-4 I-69 WB HS 203 = 135' Main 332 MONO CONC 3 - 51.84' 15' -15' -4 - 70.9' R
19710'' L6'' R
AVERILL AVEIN FLINT
2589 S05-25084-3 I-69 EB HS 204 = 146' Main 532 MONO CONC 4 - 57.74' 14' -15' -4 - 39.7' L 39.7' R
197110'' L2'' R
CENTER RDIN FLINT
2590 S05-25084-4 I-69 WB HS 204 = 146' Main 532 MONO CONC 4 - 57.74' 14' -14' -4 - 39.7' L 39.7' R
19717'' L11'' R
CENTER RDIN FLINT
2591 S06-25084 I-69 EB HS 203 = 174' Main 332 LATEX CONC 3 - 51.2' 15' -15' -2 - 84' R
19712000
3'' L1'' R
GENESEE RD1.0 MI E OF FLINT
2592 S07-25084 BELSAY RD H 202 = 256' Main 482 EPOXY OVLY 4 - 77.43' 16' -16' -8 - 98.8' L 97.8' R
19713'' L11'' R
I-692.0 MI E OF FLINT
- 21 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Genesee
2593 S08-25084 I-69 WB HS 204 = 176' Main 332 EPOXY OVLY 4 - 59.71' 14' -14' -6 - 50.9' L 50.9' R
197010'' L8'' R
IRISH RD4.0 MI E OF FLINT
2594 S09-25084 LAPEER RD H 205 = 600' Main 382 BITUMINOUS 2 - 43.96' 16' -17' -4 - 68.9' L 68.6' R
197010'' L6'' R
I-693.2 MI E OF FLINT
2595 S10-25084 I-69 EB HS 202 = 163' Main 332 LATEX CONC 3 - 46.5' 15' -14' -6 - 52.5' L 49.5' R
19702006
0'' L9'' R
M-156.0 MI E OF FLINT
2596 S11-25084 OAK RD H 152 = 264' Main 482 EPOXY OVLY 2 - 32.5' 16' -4 - 98.8' L 99.7' R
19718'' LI-692.0 MI W OF LAPEER COL
2597 S12-25084 I-69 WB HS 202 = 163' Main 332 LATEX CONC 3 - 46.5' 15' -15' -6 - 47.9' L 50.5' R
19702006
4'' L1'' R
M-156.0 MI E OF FLINT
2598 S13-25084 I-69 WB HS 203 = 174' Main 332 MONO CONC 3 - 51.2' 14' -14' -2 - 84' R
19715'' L3'' R
GENESEE RD1.0 MI E OF FLINT
2599 S14-25084 I-69 EB HS 204 = 176' Main 332 EPOXY OVLY 4 - 59.71' 14' -14' -6 - 55.8' L 55.8' R
19709'' L6'' R
IRISH RD4.0 MI E OF FLINT
2600 C01-25085 I-69 HS 20+Mod2 = 20' Main 119 NA 6 - 1970CARMEN CREEK0.4 MI W OF HAMMERBERG RD
2601 P01-25085 PED X-OVER@PARK DR Pedestrian8 = 338' Main 303 MONO CONC 14' -16' -9 - 76.8' L 71.9' R
19706'' L7'' R
I-69IN FLINT
2602 R01-25085 I-69 HS 206 = 492' Main 382 MONO CONC 8 - 143.37' 20' -20' -2 - 75.8' R
19701'' L0'' R
CSX RR,FENTON,THREAD(ABNIN FLINT
2603 S01-25085-3 I-69 EB HS 204 = 182' Main 332 MONO CONC 4 - 57.74' 14' -14' -4 - 34.8' L 35.8' R
19708'' L10'' R
HAMMERBURG DRAININ FLINT
2604 S01-25085-4 I-69 WB HS 204 = 182' Main 332 MONO CONC 4 - 57.74' 16' -16' -4 - 35.8' L 35.8' R
19706'' L5'' R
HAMMERBURG DRAININ FLINT
2605 S02-25085 GRAND TRAVERSE ST H 202 = 175' Main 382 MONO CONC 4 - 47.9' 15' -14' -7 - 70.9' L 69.9' R
19704'' L9'' R
I-69IN FLINT
2606 S03-25085 CHURCH ST H 202 = 181' Main 382 MONO CONC 4 - 47.9' 16' -14' -7 - 70.9' L 70.9' R
19706'' L10'' R
I-69IN FLINT
2607 S04-25085 BEACH ST (OLDM-56) HS 202 = 207' Main 382 EPOXY OVLY 4 - 47.9' 16' -14' -8 - 74.8' L 87.9' R
19706'' L9'' R
I-69IN FLINT
2608 S05-25085 SAGINAW ST HS 202 = 274' Main 382 EPOXY OVLY 4 - 58.73' 14' -15' -10 - 95.8' L 11.5' R
19709'' L0'' R
I-69IN FLINT
2609 B01-25091 M-15 HS 251 = 28' Main 119 BITUMINOUS 2 - 43.31' 1999KEARSLEY CREEK2.7 MI NE OF OAKLAND COL
- 22 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Genesee
2610 C01-25091 M-15 H 201 = 10' Main 119 NA 2 - 1930PADDISON CO DRAIN0.9 MI N OF OAKLAND COL
2611 C02-25091 M-15 H 201 = 10' Main 119 NA 2 - 1930COMMINGS DRAIN6.5 MI N OF OAKLAND COL
2612 C03-25091 M-15 H 201 = 12' Main 119 NA 5 - 1930BLACK CREEK300 BLK STATE ST IN DAVIS
2613 B01-25092 M-15 HS 202 = 110' Main 332 LATEX CONC 2 - 38.71' 19281978
FLINT RIVER1.2 MI N OF RICHFIELD CEN
2617 B02-25092 M-15 HS 251 = 38' Main 505 NA 2 - 43.96' 1997BUTTERNUT CREEK1.4 MI N OF M-57
2614 C01-25092 M-15 H 151 = 10' Main 119 NA 2 - 1930CULLEN CO DRAIN2.0 MI N OF DAVISON
2615 C02-25092 M-15 H 151 = 13' Main 119 NA 2 - 1930BIRD CO DRAIN1.5 MI S OF RICHFIELD
2616 C03-25092 M-15 H 151 = 12' Main 119 NA 2 - 1930CLARK CO DRAINN LIMITS OF RICHFIELD
2618 B01-25101 M-57 H 155 = 352' Main 532 MONO CONC 2 - 43.96' 19261992
FLINT RIVER1.0 MI E OF MONTROSE
2619 B02-25101 M-57 H 203 = 118' Main 532 LATEX CONC 2 - 43.96' 1966BRENT RUN CREEK1.9 MI E OF MONTROSE
2620 B03-25101 M-57 H 151 = 30' Main 111 BITUMINOUS 2 - 45.93' 19151960
PINE RUN CREEKIN CLIO
2621 C01-25101 M-57 HS 20+Mod2 = 16' Main 119 NA 4 - 1969PINE RUN CREEKW OF M-54 IN CLIO
2622 C02-25101 M-57 (VIENNA RD) HS 20+Mod1 = 10' Main 119 NA 2 - 19691998
PARKER CREEK458 FT W OF LINDEN RD
12986 C01-25102 M-57 H 151 = 11' Main 119 BITUMINOUS 2 - 83.01' 1995AVERIL DRAIN2.55 MI W OF M-15
2623 R01-25131-1 I-75 NB HS 203 = 232' Main 332 LATEX CONC 3 - 43' 19622004
CSX RR1.8 MI NW OF OAKLAND COL
2624 R01-25131-2 I-75 SB HS 203 = 232' Main 332 LATEX CONC 3 - 50' 19622004
CSX RR1.8 MI NW OF OAKLAND COL
2625 S01-25131 S SAGINAW(OLDM-54) HS 20+Mod4 = 309' Main 382 LATEX CONC 2 - 32.81' 16' -16' -5 - 45.3' L 61.7' R
19621980
3'' L2'' R
I-75@ OAKLAND COUNTY LINE
- 23 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Genesee
2626 S02-25131 BALDWIN RD H 154 = 292' Main 382 LATEX CONC 2 - 28.54' 16' -16' -4 - 67.3' L 67.3' R
19621980
8'' L2'' R
I-751.2 MI NW OF OAKLAND COL
2627 S03-25131 HOLLY RD HS 204 = 290' Main 332 EPOXY OVLY 4 - 79.72' 16' -16' -6 - 61' L 61' R
19621996
6'' L5'' R
I-752.2 MI NW OF OAKLAND COL
2628 S04-25131 I-75 SB HS 20+Mod3 = 121' Main 332 LATEX CONC 3 - 50.52'14' -2 - 37.7' R
19621'' R
COOK RD3.0 MI NW OF OAKLAND COL
2629 S05-25131 I-75 NB HS 20+Mod3 = 118' Main 332 LATEX CONC 4 - 62.01'14' -2 - 37.7' R
196219850'' R
COOK RD3.0 MI NW OF OAKLAND COL
2630 S07-25131 GRAND BLANC RD HS 20+Mod4 = 312' Main 382 LATEX CONC 4 - 50.52' 16' -15' -6 - 60.7' L 53.8' R
19621980
3'' L11'' R
I-753.0 MI SE OF US-23
2631 S09-25131 FENTON RD H 204 = 300' Main 382 LATEX CONC 4 - 51.18' 15' -16' -4 - 33.1' L 10.2' R
19621980
11'' L8'' R
I-752.4 MI SE OF US-23
2632 S10-25131 HILL RD H 204 = 286' Main 506 MONO CONC 4 - 51.84' 16' -16' -6 - 32.8' L 10.5' R
19622002
7'' L0'' R
I-751.2 MI SE OF US-23
2633 S11-25131 8I-75 SB HS 203 = 243' Main 382 LATEX CONC 2 - 32.15'16' -3 - 53.8' R
196219802'' R
US-23 NB1.6 MI SE OF M-121
2634 S12-25131 M-54 (DORT HWY) HS 253 = 176' Main 382 MONO CONC 3 - 55.77'15' -3 - 89.6' R
198511'' R
I-75 SB2.0 MI SW OF GRAND BLANC
2635 S13-25131 M-54 (DORT HWY) HS 253 = 187' Main 382 MONO CONC 3 - 55.77'16' -3 - 90.2' R
19852'' R
I-75 NB2.0 MI SW OF GRAND BLANC
2636 B01-25132 I-475 HS 20+Mod1 = 40' Main 332 MONO CONC 7 - 127'
1971THREAD CREEKIN FLINT
2637 B05-25132 I-475 HS 256 = 530' Main 382 MONO CONC 6 - 122.05' 17' -17' -4 - 39.7' R
19764'' L4'' R
FLINT R,W BLVD&R SIDE DRIN FLINT
2638 C01-25132 I-475 HS 20+Mod1 = 10' Main 119 NA 4 - 1972GIBSON DRAIN0.1 MI S OF MAPLE RD
2639 C02-25132 I-475 HS 20+Mod2 = 22' Main 119 NA 4 - 214.5' 1973LAKE DRAIN0.2 MI E OF CLIO RD
2640 C03-25132 I-475 HS 201 = 23' Main 119 NA 12 - 169.95' 1976GILKEY CREEKS OF STEVER RD
2641 P01-25132 AVON ST WALKOVER Pedestrian24 = 336' Main 332 MONO CONC 20' -20' -Appr 101 13 - 89.2' L 70.2' R
19760'' L0'' R
I-475IN FLINT
2642 P02-25132 GEORGE ST PED X Pedestrian22 = 519' Main 332 MONO CONC 17' -17' -Appr 201 6 - 83.7' L 83.7' R
19777'' L7'' R
I-475IN CITY OF FLINT
- 24 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Genesee
2643 P03-25132 HARVARD ST WALKOVR Pedestrian12 = 313' Main 302 MONO CONC 15' -15' -Appr 101 4 - 71.2' L 71.2' R
197111'' L9'' R
I-4750.3 MI W OF M-54BR
2644 P06-25132 LINDSAY BLVD PED-X Pedestrian16 = 405' Main 302 MONO CONC 15' -15' -Appr 101 6 - 77.8' L 77.8' R
19714'' L3'' R
I-475IN FLINT
2645 R01-25132 I-475 HS 204 = 357' Main 382 MONO CONC 8 - 133.86'21' -2 - 99.7' R
19714'' R
CSX RR & NB SERV RD(ABN)IN FLINT
2646 R02-25132-7 GTW RR SERV RD HS 202 = 153' Main 432 MONO CONC 3 - 39.7' 14' -14' -7 - 64' L 68.9' R
197010'' L9'' R
I-475IN FLINT
2647 R03-25132 I-475 HS 253 = 347' Main 382 LATEX CONC 6 - 130' 20' -20' - 4 - 36.5' L 36.5' R
19760'' L0'' R
CSX RR AND PIERSON RDIN CITY OF FLINT
2648 S01-25132 I-475 SB HS 203 = 188' Main 382 LATEX CONC 2 - 41.99'15' - 2 - 40' R
197110'' R
I-75 NB4.5 MI S OF FLINT
2649 S02-25132 HILL RD HS 202 = 230' Main 382 LATEX CONC 6 - 88' 14' -14' -6 - 60.4' L 59.7' R
19712009
8'' L8'' R
I-4752.5 MI S OF FLINT CITY LT
2650 S03-25132 I-475 SB HS 20+Mod3 = 128' Main 532 MONO CONC 2 - 44'14' - 2 - 59.7' R
1971200910'' R
MAPLE RD1.5 MI S OF FLINT
2651 S04-25132 BRISTOL RD(OLDM121 HS 202 = 140' Main 432 LATEX CONC 4 - 63.98' 15' -14' -4 - 45.9' L 45.9' R
19712009
0'' L9'' R
I-4750.5 MI S OF FLINT
2652 S05-25132 HEMPHILL RD HS 202 = 140' Main 432 MONO CONC 4 - 51.84' 15' -15' - 4 - 45.9' L 45.9' R
19716'' L9'' R
I-475@ S FLINT CITY LTS
2653 S06-25132 I-475 HS 203 = 121' Main 532 MONO CONC 6 - 119.42'14' -4 - 59.7' R
19716'' R
ATHERTON RDIN FLINT
2654 S08-25132 I-475 HS 20+Mod3 = 165' Main 332 MONO CONC 4 - 119.42'14' -4 - 72.8' R
19719'' R
M-54 BR (SAGINAW ST)IN FLINT
2655 S09-25132 12TH ST HS 202 = 237' Main 382 MONO CONC 4 - 47.9' 16' -16' -9 - 99.7' L 99.7' R
19704'' L5'' R
I-475IN FLINT
2656 S10-25132-3 I-69 EB HS 202 = 190' Main 332 LATEX CONC 3 - 64.3' 15' -14' -6 - 64.7' L 62.9' R
19702004
9'' L8'' R
I-475 & I-475 RAMPSIN FLINT LVL 2
2657 S10-25132-4 I-69 WB HS 202 = 191' Main 332 LATEX CONC 3 - 66.27' 17' -16' -6 - 64.7' L 62.9' R
19702004
4'' L1'' R
I-475 & I-475 RAMPSIN FLINT LVL 2
2658 S10-25132-5 I-475 RAMP E HS 204 = 452' Main 482 LATEX CONC 1 - 25.59' 14' -16' -Appr 332 6 - 67.9' L 64.6' R
19701998
11'' L0'' R
I-475 & I-69IN FLINT
2659 S10-25132-6 I-475 RAMP F HS 204 = 452' Main 482 LATEX CONC 1 - 25.59' 15' -15' -Appr 332 6 - 67.9' L 64.6' R
19702004
10'' L4'' R
I-69 & I-475IN FLINT
- 25 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Genesee
2660 S10-25132-7 I-475 RAMPS G & H HS 204 = 581' Main 482 LATEX CONC 4 - 52.49' 14' -14' -Appr 382 4 - 24.3' L 24.3' R
19702004
10'' L9'' R
I-475RMPS E&F,I-69&475IN FLINT
2661 S11-25132 I-69 ON RMP&(9TH ) HS 201 = 133' Main 382 MONO CONC 2 - 35.76'14' - 2 - 52' R
197020038'' R
I-69 & I-475 RAMP AIN FLINT
2662 S12-25132 8TH ST SERVICE RD HS 201 = 105' Main 382 MONO CONC 3 - 47.9'14' - 2 - 52.8' L
197020037'' R
I-475 RAMP DIN FLINT
2663 S13-25132 S B SERVICE RD HS 201 = 128' Main 382 MONO CONC 2 - 35.76'14' - 2 - 51.8' R
19704'' R
RAMP D I-69&I475 INTERCHIN FLINT
2664 S14-25132 I-69W TO I-475N RM HS 201 = 137' Main 382 LATEX CONC 3 - 47.9'14' - 2 - 51.8' R
19701'' R
I-475S ON RMP CIN FLINT
2665 S15-25132 FIFTH ST, M-21 HS 202 = 223' Main 382 LATEX CONC 4 - 47.9' 15' -16' -8 - 99.7' L 95.8' R
19702004
3'' L2'' R
I-475 & RAMPS C&DIN FLINT
2666 S16-25132 COURT ST - WB HS 202 = 174' Main 332 LATEX CONC 4 - 47.9' 14' -15' -9 - 87.9' L 76.8' R
19702004
4'' L4'' R
I-475IN FLINT
2667 S17-25132 THIRD ST HS 202 = 162' Main 332 MONO CONC 2 - 29.86' 15' -15' -6 - 58.4' L 60.7' R
19760'' L4'' R
I-475IN FLINT
2668 S18-25132 SECOND ST HS 202 = 165' Main 332 MONO CONC 3 - 40.03' 15' -17' -6 - 58.4' L 58.4' R
19764'' L6'' R
I-475IN FLINT
2669 S19-25132 KEARSLEY ST HS 202 = 259' Main 382 MONO CONC 4 - 51.84' 16' -19' -8 - 97.1' L 94.8' R
19760'' L3'' R
I-475IN FLINT
2670 S20-25132 E BD LONGWAY BLVD HS 202 = 196' Main 382 MONO CONC 4 - 51.84' 14' -15' -6 - 58.4' L 58.4' R
197610'' L9'' R
I-475IN FLINT
2671 S21-25132 W BD LONGWAY BLVD HS 202 = 168' Main 332 MONO CONC 4 - 51.84' 15' -14' -6 - 58.4' L 58.4' R
19763'' L9'' R
I-475IN FLINT
2672 S22-25132 I-475 AND RAMP B HS 253 = 169' Main 332 MONO CONC 4 - 165.03'15' - 2 - 58.7' R
197620016'' R
SB SERVICE ROADIN FLINT
2673 S23-25132 I-475 HS 257 = 440' Main 332 LATEX CONC 6 - 123.03' 15' -14' - 4 - 71.9' L 71.9' R
19762001
10'' L5'' R
STEVER - BROADWAY AVESIN FLINT
2674 S24-25132 I-475 HS 253 = 158' Main 332 LATEX CONC 6 - 122.05'14' - 4 - 74.5' R
19777'' R
LEITH STREETIN CITY OF FLINT
2675 S25-25132 I-475 HS 253 = 154' Main 332 MONO CONC 6 - 120.73'14' - 6 - 91.9' R
19785'' R
STEWART AVEIN FLINT
2676 S26-25132 I-475 HS 253 = 152' Main 382 MONO CONC 8 - 153.54'14' -1 - 25.9' R
19787'' R
RAMP C I-475IN FLINT
- 26 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Genesee
2677 S27-25132 I-475 HS 253 = 134' Main 332 LATEX CONC 6 - 119.42'14' -2 - 56.1' R
197710'' R
HORTON AVEIN FLINT
2678 S29-25132 CARPENTER ROAD HS 202 = 159' Main 332 MONO CONC 5 - 63.98' 14' -14' -7 - 70.5' L 64' R
19788'' L4'' R
I-475AT N LIMITS OF FLINT
2679 S30-25132 SELBY STREET HS 202 = 255' Main 332 MONO CONC 2 - 28' 14' -14' -6 - 68.6' L 63.6' R
19779'' L10'' R
I-475NORTH OF CITY OF FLINT
2680 S31-25132 COLDWATER ROAD HS 202 = 145' Main 332 MONO CONC 4 - 52' 15' -14' -6 - 58.7' L 58.7' R
19778'' L10'' R
I-4751 MI N OF FLINT CITY LTS
2681 S32-25132 I-475 HS 254 = 174' Main 332 LATEX CONC 6 - 114.17' 14' -14' -6 - 50.9' L 50.9' R
19776'' L7'' R
SAGINAW STREET1.7 MI N / FLINT CITY LTS
2682 S34-25132 I-475 SB HS 20+Mod4 = 167' Main 532 LATEX CONC 3 - 65.7' 16' -16' - 6 - 49.9' L 49.9' R
19712010
2'' L1'' R
CLIO RD1.5 MI E OF N JCT I-75
2683 S35-25132 I-475 RMP TO I-75 HS 204 = 394' Main 382 LATEX CONC 2 - 40.5'14' -4 - 42' L 89.9' R
1971201010'' R
I-475RAMP B & I-75N JCT I-75
2684 S36-25132 TERRY STREET H 202 = 152' Main 332 MONO CONC 2 - 30' 14' -14' -6 - 57.4' L 56.8' R
19776'' L10'' R
I-4751.2 M N OF FLINT CITY LTS
2685 S37-25132 I-475 NB HS 20+Mod3 = 127' Main 532 LATEX CONC 2 - 44'14' - 2 - 59.7' R
197120094'' R
MAPLE RD1.5 MI S OF FLINT
2686 S38-25132 I-475 HS 20+Mod3 = 112' Main 532 EPOXY OVLY 4 - 97.77'14' - 2 - 43.3' R
19713'' R
DETROIT ST3.0 MI E OF N JCT I-75
2687 S39-25132 JENNINGS RD HS 202 = 231' Main 482 LATEX CONC 2 - 37.73' 14' -14' -4 - 82' L 82' R
197110'' L5'' R
I-4750.6 MI E OF N JCT I-75
2688 S40-25132 LEFT TURN LANE NO1 HS 202 = 140' Main 432 LATEX CONC 1 - 20' 14' -15' -4 - 45.9' L 45.9' R
19712010
11'' L10'' R
I-475AT S LIMITS OF FLINT
2689 S41-25132 LEFT TURN LANE NO2 HS 202 = 140' Main 432 MONO CONC 1 - 21.33' 14' -14' - 4 - 45.9' L 45.9' R
19712010
6'' L9'' R
I-475AT S LIMITS OF FLINT
2690 S42-25132 I-475 HS 203 = 99' Main 532 MONO CONC 6 - 119.42'14' - 1 - 37.7' R
19716'' R
LEFT TURN LANE NO 3IN FLINT
2691 S43-25132 I-475 WB HS 20+Mod4 = 167' Main 532 EPOXY OVLY 3 - 65.6' 15' -15' - 6 - 49.5' L 49.5' R
19712'' L0'' R
CLIO RD1.5 MI E OF N JCT I-75
2692 S44-25132 I-475 RAMP B HS 204 = 402' Main 382 MONO CONC 2 - 40.35' 17' -15' -6 - 66.2' R
19711999
11'' L11'' R
I-75N JCT I-75
2693 S45-25132 I-475 RAMP HS 253 = 180' Main 332 LATEX CONC 1 - 23.5'14' -2 - 52.8' R
197710'' R
HORTON AVEIN FLINT
- 27 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Genesee
2694 S46-25132 I-475 RAMP B HS 252 = 160' Main 332 LATEX CONC 1 - 23.5' 14' -15' -6 - 58.7' L 58.7' R
19772010
9'' L7'' R
I-475IN FLINT
2695 S47-25132 I-475 OFF TO SELBY HS 253 = 355' Main 382 LATEX CONC 1 - 23.5'15' -1 - 29.5' L 35.1' R
19779'' R
SELBY TO I-475 SB ON RPIN FLINT
2696 S48-25132 RAMP E (I-475) HS 251 = 137' Main 332 LATEX CONC 1 - 23.5'15' -1 - 30.2' R
19770'' R
RAMP F I-475IN FLINT
2697 S49-25132 CORNELL AVE HS 252 = 149' Main 332 LATEX CONC 2 - 30' 15' -14' -6 - 58.7' L 58.7' R
19775'' L8'' R
I-475NORTH OF FLINT
2698 S50-25132 I-475 HS 253 = 114' Main 332 MONO CONC 6 - 120.73' 15' -14' - 2 - 41' R
19780'' L9'' R
MASSACHUSETTS AVE.IN FLINT
2699 S51-25132 RUSSELL AVE H 202 = 157' Main 332 LATEX CONC 2 - 28' 15' -14' -6 - 66.9' L 64' R
19771'' L9'' R
I-475IN FLINT
2700 S52-25132 14TH ST HS 202 = 165' Main 332 LATEX CONC 2 - 28' 18' -18' -8 - 68.9' L 71.9' R
19712010
0'' L1'' R
I-475IN FLINT
2701 X02-25132 GTW RR Railroad2 = 153' Main 352 NA 14' -14' -6 - 64' L 68.9' R
197010'' L9'' R
I-475IN FLINT
2702 X03-25132 CSX RR Railroad2 = 85' Main 402 NA 15' -15' - 4 - 32.2' L 32.2' R
19761'' L2'' R
PIERSON RDIN FLINT
- 28 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Gladwin
2871 B01-26011 M-18 H 206 = 285' Main 302 LATEX CONC 2 - 41.99' 1939TOBACCO RIVERIN BEAVERTON
2872 B02-26011 M-18 H 151 = 24' Main 104 BITUMINOUS 2 - 41.99' 19371940
FARM DRAIN3.6 MI SW OF GLADWIN
2873 B03-26011 M-18 HS 252 = 111' Main 505 MONO CONC 4 - 64.3' 2001CEDAR CREEKIN GLADWIN
2874 C01-26011 M-18 H 201 = 17' Main 119 NA 2 - 1937BEAR CREEK2.2 MI N OF MIDLAND COL
2875 C02-26011 M-18 HS 20+Mod1 = 10' Main 119 NA 2 - 1948DOANE CREEK2.5 MI N OF BEAVERTON HOT
2876 C03-26011 M-18 HS 20+Mod1 = 12' Main 119 NA 2 - 1940LUCAS DRAIN1.3 MI S OF M-61
2877 B01-26012 M-18 H 151 = 27' Main 104 BITUMINOUS 2 - 31.82' 1923S BR LITTLE SUGAR RIVER2.2 MI SE OF OBERLIN
2878 B02-26012 M-18 HS 201 = 50' Main 505 BITUMINOUS 2 - 41.01' 19231976
N BR CEDAR RIVER1.6 MI SE OF SKEELS
2879 C01-26021 M-61 HS 20+Mod2 = 18' Main 119 NA 2 - 1941HOWLAND CREEK3.5 MI W OF GLADWIN
2880 B01-26022 M-61 HS 204 = 276' Main 332 MONO CONC 2 - 29.86' 1958TITTABAWASSEE RIVER0.3 MI E OF M-30
2881 B02-26022 M-61 HS 251 = 89' Main 532 MONO CONC 2 - 43.31' 1998MOLASSES RIVER4.5 MI E OF M-30
2882 C01-26022 M-61 H 151 = 16' Main 119 NA 2 - 1931BLACK CREEK8.0 MI W OF BAY CO LINE
2883 C02-26022 M-61 H 201 = 16' Main 119 NA 2 - 1931FISH CREEK4.5 MI W OF BAY CO LINE
2884 C03-26022 M-61 H 151 = 12' Main 119 NA 2 - 1931BR LITTLE MOLASSES RIVER3.2 MI W OF BAY CO LINE
2885 C04-26022 M-61 H 151 = 10' Main 119 NA 2 - 1931BRANCH MOLASSES RIVER1.5 MI W OF BAY CO LINE
2886 C05-26022 M-61 H 151 = 16' Main 119 NA 2 - 1931MOLASSES RIVER0.6 MI W OF BAY CO LINE
2887 B01-26031 M-30 H 151 = 60' Main 505 BITUMINOUS 2 - 22.97' 19241999
TOBACCO RIVER0.3 MI N OF MIDLAND COL
- 29 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Gladwin
2888 B02-26031 M-30 HS 201 = 33' Main 505 MONO CONC 2 - 49.87' 1977LARABEE CREEKIN WINEGARS
12879 C01-26031 M-30 OTHER1 = 12' Main 119 BITUMINOUS 2 - 1960NO NAMEM-61 & M-30 S OF INT 400'
2889 B01-26032 M-30 HS 203 = 180' Main 332 MONO CONC 2 - 27.89' 1958LITTLE TOBACCO RIVER1.0 MI N OF M-61
2890 B02-26032 M-30 HS 203 = 155' Main 402 LATEX CONC 2 - 27.89' 1954SUGAR RIVER4.2 MI N OF M-61
2891 B03-26032 M-30 HS 201 = 40' Main 104 BITUMINOUS 2 - 35.76' 1954W BR TITTABAWASSEE RIVER8.2 MI N OF M-61
2892 B04-26032 M-30 HS 201 = 60' Main 332 LATEX CONC 2 - 33.14' 19281986
TITTABAWASSEE RIVER1.5 MI SW&W OF OGEMAW COL
2893 C01-26032 M-30 HS 20+Mod2 = 26' Main 319 NA 2 - 35.76' 1954BR TITTABAWASSEE RIVER7.1 MI N OF M-61
- 30 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Gratiot
3078 B01-29011-1 US-127 NB HS 252 = 130' Main 532 MONO CONC 2 - 43.96' 1988MAPLE RIVER1.5 MI N OF CLINTON COL
3079 B01-29011-2 US-127 SB HS 202 = 129' Main 332 BITUMINOUS 2 - 29.86' 1955MAPLE RIVER1.5 MI N OF CLINTON COL
3080 B02-29011-1 US-127 NB HS 251 = 38' Main 505 BITUMINOUS 2 - 43.96' 1987N BR BAD RIVER5.3 MI SE OF ITHACA
3081 B02-29011-2 US-127 SB HS 20+Mod1 = 39' Main 104 BITUMINOUS 2 - 41.99'
1957N BR BAD RIVER5.3 MI SE OF ITHACA
3082 B03-29011-1 US-127 NB HS 203 = 152' Main 332 LATEX CONC 2 - 43.96' 1961PINE RIVER0.5 MI W OF ST LOUIS
3083 B03-29011-2 US-127 SB HS 203 = 152' Main 332 LATEX CONC 2 - 43.96'Appr _-1
1961-1
PINE RIVER0.5 MI W OF ST LOUIS
3084 C01-29011 US-127 HS 20+Mod1 = 16' Main 119 NA 4 - 1931MAPLE RIVER MARSH DRAIN2.0 MI N OF CLINTON COL
3085 C02-29011 US-127 HS 20+Mod1 = 12' Main 119 NA 4 - 1931HUDSON-FOSTER DRAIN3.1 MI N OF CLINTON COL
3087 C04-29011 US-127 HS 20+Mod1 = 16' Main 119 NA 4 - 19311950
COUNTY DRAIN #2496.2 MI N OF CLINTON COL
3088 C05-29011 US-127 HS 20+Mod1 = 13' Main 119 NA 4 - 1931WOLF & BEAR CREEK7.0 MI N OF CLINTON COL
3089 C06-29011 US-127 HS 20+Mod1 = 12' Main 119 NA 4 - 1900COUNTY DRAIN #1321.2 MI N OF PIERCE RD
13145 C07-29011 US-127 HS 2019' Main 119 NA 4 - 1959COUNTY DRAIN #494100FT N OF R01-29011
3090 R01-29011-1 US-127 NB HS 203 = 167' Main 332 LATEX CONC 2 - 41.99' 1959MDOT RR0.5 MI E OF ITHACA
3091 R01-29011-2 US-127 SB HS 203 = 167' Main 332 LATEX CONC 3 - 52.17' 1959MDOT RR0.5 MI E OF ITHACA
3092 R02-29011-1 US-127 NB HS 203 = 140' Main 332 BITUMINOUS 2 - 43.96'
1960MID MICH RR0.5 MI S OF ST LOUIS
3093 R02-29011-2 US-127 SB HS 203 = 140' Main 332 BITUMINOUS 2 - 43.96'
1960MID MICHIGAN RR0.5 MI S OF ST LOUIS
3094 S01-29011-1 US-127 NB HS 203 = 134' Main 332 LATEX CONC 2 - 41.99'15' -2 - 59.7' R
19599'' R
US-127 BR1.0 MI E OF ITHACA
- 31 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Gratiot
3095 S01-29011-2 US-127 SB HS 203 = 134' Main 332 LATEX CONC 2 - 41.99'14' -2 - 59.7' R
195910'' R
US-127 BR1.0 MI E OF ITHACA
3096 S02-29011 US-127 SB HS 203 = 114' Main 532 LATEX CONC 2 - 43.96'14' -2 - 39.7' R
19615'' R
US-127 BR (POLK RD)2.0 MI N OF ITHACA
3097 S03-29011 US-127 NB HS 203 = 114' Main 532 BITUMINOUS 2 - 43.96'14' -2 - 39.7' R
19618'' R
US-127 BR (POLK RD)2.0 MI N OF ITHACA
3098 S04-29011-1 US-127 NB HS 203 = 143' Main 332 LATEX CONC 3 - 54.79'15' -3 - 51.8' R
1961200411'' R
US-127 BR2.0 MI S OF ST LOUIS
3099 S04-29011-2 US-127 SB HS 203 = 146' Main 332 BITUMINOUS 2 - 43.96'14' - 3 - 51.8' R
196120046'' R
US-127 BR2.0 MI S OF ST LOUIS
3100 S05-29011-1 US-127 NB HS 203 = 158' Main 332 LATEX CONC 2 - 43.96'14' -3 - 51.8' R
19619'' R
US-127 BR1.5 MI S OF ST LOUIS
3101 S05-29011-2 US-127 SB HS 203 = 158' Main 332 LATEX CONC 3 - 53.81'15' -3 - 51.8' R
19615'' R
US-127 BR1.5 MI S OF ST LOUIS
3102 S06-29011-1 US-127 NB HS 203 = 147' Main 332 LATEX CONC 2 - 43.96'17' -2 - 59.7' R
19611'' R
MICHIGAN AVENE LTS OF ALMA
3103 S06-29011-2 US-127 SB HS 203 = 147' Main 332 LATEX CONC 2 - 43.96' 15' - 2 - 59.7' R
19613'' LMICHIGAN AVENE LTS OF ALMA
3104 S07-29011 BEGOLE RD H 204 = 228' Main 332 LATEX CONC 2 - 29.86' 14' -15' -4 - 67.3' L 67.3' R
19613'' L0'' R
US-1270.6 MI N OF ALMA CITY LMT
3105 S08-29011 M-46 & US-127BR HS 204 = 365' Main 382 LATEX CONC 2 - 43.96' 15' -14' -5 - 77.4' L 67.3' R
19611'' L4'' R
US-127M 46 & N JCT US 27 BR
3106 S09-29011 TYLER RD H 153 = 126' Main 532 MONO CONC 2 - 23.95' 14' - 2 - 56.4' R
19648'' LUS-127 SB2.5 MI N OF ITHACA
3107 S10-29011 VAN BUREN RD H 153 = 126' Main 532 MONO CONC 2 - 23.95' 14' -2 - 56.1' R
196510'' LUS-127 SB5.0 MI N OF ITHACA
3108 S11-29011 ST CHARLES RD H 154 = 231' Main 332 LATEX CONC 2 - 23.95' 15' -14' -4 - 68.6' L 68.6' R
19652'' L9'' R
US-127@ N ITHACA CITY LTS
3109 S12-29011 TYLER RD H 153 = 126' Main 532 MONO CONC 2 - 23.95'14' -Appr _-1 2 - 56.4' R
1964-17'' R
US-127 NB2.5 MI N OF ITHACA
3110 S13-29011 VAN BUREN RD H 153 = 125' Main 532 MONO CONC 2 - 23.95'14' -2 - 55.8' R
19658'' R
US-127 NB5.0 MI N OF ITHACA
12950 S14-29011 M-57 HS 254 = 319' Main 506 MONO CONC 2 - 55.12' 17' -17' - 6 - 327.8' L 327.8' R
20002'' L2'' R
US-127WASHINGTON TWP SEC 8 & 17
- 32 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Gratiot
3111 B01-29012 M-46 HS 251 = 26' Main 119 BITUMINOUS 2 - 43.96'
2002SUGAR CREEK2.3 MI W OF ST LOUIS
3112 B02-29012 M-46 HS 152 = 90' Main 302 LATEX CONC 2 - 33.14' 19301984
PINE RIVERIN ST LOUIS
3113 S01-29014 US-127 BR HS 204 = 277' Main 382 MONO CONC 2 - 33.79' 15' -14' -5 - 67.3' L 77.4' R
19614'' L6'' R
US-127US-127 BR
3114 S02-29014 JEFFERSON RD H 154 = 208' Main 532 BITUMINOUS 2 - 23.95' 14' -14' -4 - 69.2' L 69.2' R
19648'' L9'' R
US-1272.0 MI S OF ISABELLA COL
3115 B01-29021 M-57 HS 251 = 92' Main 532 MONO CONC 2 - 42.98' 2000PINE CRK5.8 MI W OF US 27
3116 C01-29021 M-57 HS 20+Mod1 = 10' Main 119 NA 2 - 1964MCQUAY CO DRAIN0.1 MI E OF FERRIS RD
3117 C02-29021 M-57 HS 20+Mod1 = 10' Main 119 NA 2 - 1964SMITH & HELWIG CO DRAIN0.1 MI W OF DUFFIELD RD
3118 C03-29021 M-57 HS 20+Mod1 = 12' Main 119 NA 2 - 19001946
BRADLO DRAIN0.3 MI E OF JEROME RD
3119 B01-29022 M-57 H 201 = 45' Main 302 BITUMINOUS 2 - 40.03' 1941BEAR CREEK3.5 MI E OF US 27
3120 B02-29022 M-57 H 201 = 25' Main 302 MONO CONC 2 - 37.6' 19392006
COUNTY DRAIN1.0 MI SE OF ASHLEY
3121 C01-29022 M-57 HS 20+Mod1 = 10' Main 119 NA 2 - 1900J PACKER DRAIN5.7 MI W OF SAGINAW COL
3122 C02-29022 M-57 HS 20+Mod2 = 10' Main 119 NA 2 - 1939DEACON & STONE DRAINS0.8 MI W OF SAGINAW COL
3123 C03-29022 M-57 HS 20+Mod1 = 10' Main 119 NA 2 - 1900BOYCE DRAIN1.8 MI E OF US-27
3124 C04-29022 M-57 HS 20+Mod1 = 10' Main 119 NA 2 - 1900COOK & DUNCAN DRAINS1.2 MI E OF US-27
3125 B01-29031 US-127 BR HS 253 = 94' Main 505 MONO CONC 4 - 46.92'Appr 000
19281999
PINE RIVERIN CITY OF ALMA
3126 C02-29031 US-127 BR HS 20+Mod1 = 16' Main 119 NA 2 -Appr 000
1975BEATTIE & GAFF DRAINS0.8 MI W OF US-27
3127 B01-29041 M-46 HS 251 = 70' Main 302 LATEX CONC 2 - 43.96' 19361994
PINE RIVER0.6 MI E OF COUNTY LINE
- 33 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Gratiot
3128 B02-29041 M-46 H 151 = 23' Main 104 BITUMINOUS 2 - 36.09' 1937W BR PINE RIVER2.1 MI W OF US 27
3129 C01-29041 M-46 HS 20+Mod1 = 18' Main 119 NA 2 - 36.09' 1900SEVILLE SUMNER DRAIN@ PINGREE RD
3130 B01-29042 M-46 HS 201 = 40' Main 505 BITUMINOUS 2 - 29.86' 1960BUSH CREEK3.5 MI E OF ST LOUIS
3131 C01-29042 M-46 HS 20+Mod1 = 14' Main 119 NA 2 - 1900PARTELLO DRAIN2.2 MI E OF ST LOUIS
3132 C02-29042 M-46 HS 20+Mod1 = 10' Main 119 NA 2 - 1900ROOKS DRAIN2.0 MI W OF BRECKENRIDGE
- 34 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Huron
3444 B01-32011 M-25 HS 253 = 144' Main 432 MONO CONC 2 - 38' 19492007
SEBEWAING RIVERIN SEBEWAING
3445 B03-32011 M-25 HS 201 = 55' Main 302 MONO CONC 2 - 38.06' 1949SHEBEON DRAIN2.5 MI S OF M-142
3446 C01-32011 M-25 HS 20+Mod2 = 14' Main 119 NA 2 - 1949NO NAME2.5 MI N OF SEBAWING
3447 C02-32011 M-25 HS 20+Mod1 = 12' Main 119 NA 2 -
1949STEEL DRAIN1.5 MI S OF M-142
3448 B01-32012 M-25 HS 251 = 26' Main 119 BITUMINOUS 2 - 49.87' 2006MUD CREEK3.8 MI NE OF BAY PORT
3449 B02-32012 M-25 H 151 = 101' Main 506 MONO CONC 2 - 40.03' 19292006
PIGEON RIVERIN CASEVILLE
3450 B03-32012 M-25 HS 202 = 120' Main 505 MONO CONC 2 - 49.87' 1976PINNEBOG RIVER6.0 MI SW OF PORT AUSTIN
3451 B04-32012 M-25 HS 201 = 75' Main 505 MONO CONC 2 - 49.87'
1975SCHRAM DRAIN5.6 MI SW OF PORT AUSTIN
3452 C01-32012 M-25 H 152 = 16' Main 119 NA 2 - 1930MUD CREEK@ PORT CRESCENT ST PARK
3453 P01-32012 PEDESTRIAN Pedestrian5 = 126' Main 332 MONO CONC16' -Appr 020 2 - 52.8' R
19802'' R
M-25SLEEPER STATE PARK
3454 B01-32021 M-142 HS 203 = 105' Main 505 MONO CONC 2 - 40.03'
1958PIGEON RIVER1.0 MI W OF PIGEON
3455 B02-32021 M-142 HS 251 = 43' Main 532 MONO CONC 2 - 42.98' 19462000
PINNEBOG RIVER0.5 MI E OF ELKTON
3456 C01-32021 M-142 HS 20+Mod1 = 12' Main 119 NA 2 - 1958WASSERMAN CREEK2.3 MI W OF PIGEON
3457 C02-32021 M-142 HS 20+Mod1 = 18' Main 119 NA 2 - 1946SQUANNO DRAIN0.5 MI W OF ELKTON
3458 C03-32021 M-142 HS 20+Mod1 = 10' Main 119 NA 2 - 1946CLUNIS DRAIN0.9 MI E OF ELKTON
3459 C04-32021 M-142 HS 20+Mod1 = 18' Main 119 NA 2 - 1946NETTLE RUN2.3 MI E OF ELKTON
3460 C05-32021 M-142 HS 20+Mod1 = 14' Main 119 NA 2 - 1947BAD AXE CREEK0.4 MI W OF M-53
- 35 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Huron
3461 C01-32022 M-142 HS 20+Mod1 = 12' Main 119 NA 2 - 1946MAYWOOD EXT0.9 MI E OF BAD AXE
3462 C02-32022 M-142 HS 20+Mod1 = 18' Main 319 NONE 2 - 1946PHILLIP DRAIN1.7 MI W OF VERONA
3463 C03-32022 M-142 HS 20+Mod1 = 14' Main 119 NA 2 - 1946E BRANCH WILLOW RIVER1.9 MI E OF VERONA
3464 C04-32022 M-142 HS 20+Mod1 = 10' Main 119 NA 2 - 1946HARWOOD DRAIN3.0 MI W OF HARBOR BEACH
3465 B01-32031 M-53 H 201 = 30' Main 104 BITUMINOUS 2 - 35.1' 1940E BR PIGEON RIVER2.0 MI N OF SANILAC COL
3466 B02-32031 M-53 HS 251 = 75' Main 505 EPOXY OVLY 2 - 43.96' 1994PINNEBOG RIVER6.0 MI SW OF BAD AXE
3467 C01-32031 M-53 HS 20+Mod1 = 10' Main 119 NA 2 - 23.95' 1940MCNEIL DRAIN1.3 MI N OF SANILAC COL
3468 C02-32031 M-53 HS 20+Mod1 = 12' Main 119 NA 2 - 1946ELK DRAIN2.6 MI N OF SANILAC COL
3469 C01-32032 M-53 HS 20+Mod1 = 16' Main 119 NA 5 - 19461986
BRANCH OF BAD AXE CREEK0.3 MI N OF BAD AXE LIMIT
3470 C02-32032 M-53 HS 20+Mod1 = 12' Main 119 NA 2 - 19461966
RICHARDSON DRAIN2.3 MI N OF BAD AXE
3471 C03-32032 M-53 HS 20+Mod1 = 14' Main 119 NA 2 - 19461966
SYMONS EXT DRAIN3.2 MI N OF BAD AXE
3472 C04-32032 M-53 HS 20+Mod1 = 10' Main 119 NA 2 - 19461966
TODD EXT DRAIN2.0 MI S OF FILION
3473 C05-32032 M-53 HS 20+Mod1 = 12' Main 119 NA 2 - 19461966
FILION DRAIN0.5 MI S OF FILION
3474 C06-32032 M-53 HS 20+Mod1 = 16' Main 119 NA 2 - 19461966
PITCKER DRAIN0.1 MI N OF FILION
3475 C07-32032 M-53 HS 20+Mod1 = 13' Main 319 NA 2 - 19461966
SCHRAM DRAIN0.9 MI N OF KINDE
3476 C08-32032 M-53 HS 20+Mod1 = 13' Main 119 NA 2 - 19461966
SCHRAM DRAIN1.2 MI N OF KINDE
3477 C09-32032 M-53 HS 20+Mod1 = 13' Main 319 NA 2 - 19461966
SCHRAM DRAIN1.5 MI N OF KINDE
- 36 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Huron
3478 B01-32051 M-19 HS 201 = 40' Main 505 BITUMINOUS 2 - 38.06' 1957CASS RIVER1.4 MI N OF SANILAC COL
3479 C01-32051 M-19 HS 20+Mod2 = 18' Main 119 NA 2 - 1900TYRE DRAIN0.9 MI S OF UBLY
3480 B01-32091 M-25 HS 201 = 30' Main 104 BITUMINOUS 2 - 38.06' 1952WHITE RIVER1.4 MI N OF WHITE ROCK
3481 B02-32091 M-25 HS 251 = 50' Main 532 MONO CONC 2 - 36.09' 2003ELM CREEK2.2 MI N OF WHITE ROCK
3482 B03-32091 M-25 H 151 = 54' Main 532 MONO CONC 2 - 43.96' 2003ROCK FALLS CREEK2.1 MI S OF HARBOR BEACH
3483 C01-32091 M-25 H 152 = 16' Main 119 NA 2 - 1935WHITE ROCK CREEKIN WHITE ROCK
3484 C02-32091 M-25 H 152 = 15' Main 119 NA 2 - 1935STOVER CREEK0.3 MI N OF WHITE ROCK
3485 C03-32091 M-25 H 151 = 12' Main 119 NA 2 - 1935NO NAME2.8 MI N OF WHITE ROCK
3486 C04-32091 M-25 H 151 = 14' Main 119 NA 2 - 1935NO NAME@ PURDY RD
3487 C05-32091 M-25 H 152 = 18' Main 119 NA 2 - 1935BUCKLEY CREEK@ WAGENER CO PARK
3488 C06-32091 M-25 H 151 = 12' Main 119 NA 2 - 19351964
NO NAME0.44 MI N OF HELENA RD
3489 C07-32091 M-25 H 151 = 14' Main 119 NA 2 - 19351964
SPRING CREEK1.3 MI S OF M-142
3490 C08-32091 M-25 H 151 = 14' Main 119 NA 2 - 19351964
SPRING CREEK@ RR 1.1 MI S OF M-142
3491 C09-32091 M-25 H 151 = 16' Main 119 NA 2 - 19351964
NO NAME0.7 MI S M-142@GOLF COURS
3492 C10-32091 M-25 HS 20+Mod1 = 10' Main 119 NA 2 - 1951SLATE STONE CREEK0.6 MI S OF MUNFORD RD
3493 B01-32092 M-25 HS 201 = 30' Main 104 BITUMINOUS 2 - 38.06' 1953HARBOR BEACH CREEK3.4 MI N OF M-142
3494 B02-32092 M-25 HS 201 = 40' Main 104 BITUMINOUS 2 - 38.06' 1953OCHA CREEK5.3 MI N OF M-142
- 37 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Huron
3495 B04-32092 M-25 HS 201 = 45' Main 332 INTEG CONC 2 - 42.98' 1970NEW RIVER1.6 MI W OF HURON CITY
3496 B06-32092 M-25 HS 201 = 40' Main 332 MONO CONC 2 - 44' 1970BIRD CREEK0.3 MI E OF M 53
3497 B07-32092 M-25 HS 203 = 229' Main 332 MONO CONC 2 - 43.96' 1970WILLOW CREEKIN HURON CITY
3498 C01-32092 M-25 HS 20+Mod2 = 16' Main 119 NA 2 - 1953PARK DRAIN0.6 MI N OF HARBOR BEACH
3499 C02-32092 M-25 HS 20+Mod2 = 16' Main 119 NA 2 - 1953NO NAME1.0 MI N OF HARBOR BEACH
3500 C03-32092 M-25 HS 20+Mod1 = 10' Main 119 NA 2 - 1953HAZEL CREEK2.0 MI N OF HARBOR BEACH
3501 C04-32092 M-25 HS 20+Mod2 = 16' Main 119 NA 2 - 1953NO NAME2.4 MI NW OF HARBOR BEACH
3502 C05-32092 M-25 HS 20+Mod2 = 12' Main 119 NA 2 - 1953NO NAME0.9 MI SE OF PORT HOPE
3503 C06-32092 M-25 HS 20+Mod1 = 12' Main 119 NA 2 - 1953NO NAME0.4 MI SE OF PORT HOPE
3504 C07-32092 M-25 HS 20+Mod1 = 16' Main 119 NA 2 - 1953NO NAME0.7 MI NW OF PORT HOPE
3505 C08-32092 M-25 HS 20+Mod1 = 16' Main 119 NA 2 - 1953LAWITZKE2.6 MI NW OF PORT HOPE
3506 C09-32092 M-25 HS 20+Mod1 = 10' Main 119 NA 2 - 1953NO NAME0.1 MI SE OF STODDARD RD
3507 C11-32092 M-25 HS 20+Mod1 = 12' Main 119 NA 2 - 1970NO NAME0.8 MI W OF HURON CITY RD
3508 C13-32092 M-25 HS 20+Mod1 = 12' Main 119 NA 2 - 1970NO NAME3.1 MI W OF HURON CITY RD
3509 C14-32092 M-25 HS 20+Mod1 = 10' Main 119 NA 2 - 1970NO NAME3.4 MI W OF HURON CITY RD
3510 C15-32092 M-25 HS 20+Mod1 = 10' Main 119 NA 2 - 1970NO NAME4.0 MI W OF HURON CITY RD
3511 C16-32092 M-25 HS 20+Mod1 = 10' Main 119 NA 2 - 1970BARANSKI DRAIN2.5 MI E OF M-53
- 38 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Huron
3512 C17-32092 M-25 HS 20+Mod1 = 13' Main 319 NA 2 - 1970GRANT CREEK0.8 MI E OF M-53
3513 C18-32092 M-25 HS 20+Mod1 = 12' Main 119 NA 2 - 1970BRANCH WILLOW CREEK200FT W OF HURON CITY RD
- 39 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Isabella
4225 B01-37013-1 US-127 NB HS 201 = 50' Main 332 LATEX CONC 2 - 43.31'Appr 000
1961LITTLE SALT RIVER4.7 MI N OF GRATIOT COL
4226 B01-37013-2 US-127 SB HS 201 = 50' Main 332 MONO CONC 2 - 42.98' 1961LITTLE SALT RIVER4.7 MI N OF GRATIOT COL
4227 C01-37013 US-127 HS 20+Mod2 = 19' Main 119 NA 4 - 1961POTTER CREEK0.5 MI W OF SHEPHERD RD
4228 C02-37013 US-127 SB HS 20+Mod2 = 16' Main 119 NA 2 - 1961ONION DRAIN1.5 MI S OF M-20
4229 C03-37013 US-127 NB HS 20+Mod2 = 16' Main 119 NA 2 - 1961ONION DRAIN1.5 MI S OF M-20
4230 S01-37013 COE RD H 154 = 208' Main 532 MONO CONC 2 - 23.95' 15' -14' -4 - 68.9' L 68.9' R
19656'' L9'' R
US-1271.0 MI N OF GRATIOT COL
4231 S02-37013 PLEASANT VALLEY RD H 154 = 209' Main 532 MONO CONC 2 - 23.95' 15' -14' -Appr 000 4 - 68.6' L 68.6' R
19648'' L10'' R
US-1273.1 MI N OF GRATIOT COL
4232 S03-37013 BLANCHARD RD HS 204 = 206' Main 332 BITUMINOUS 2 - 25.92' 14' -14' -Appr 000 4 - 67.3' L 67.3' R
19601990
10'' L8'' R
US-1274.1 MI N OF GRATIOT COL
4233 S04-37013 SHEPHERD RD H 154 = 231' Main 332 MONO CONC 2 - 27.89' 14' -15' -Appr 000 4 - 68.6' L 68.6' R
19648'' L0'' R
US-1275.7 MI N OF GRATIOT COL
4234 S05-37013 SUMMERTON RD H 154 = 242' Main 432 MONO CONC 2 - 23.95' 15' -14' -Appr 332 4 - 68.6' L 68.6' R
19650'' L9'' R
US-1274.0 MI S OF M-20
4235 S06-37013 US-127 BR NB HS 203 = 232' Main 382 LATEX CONC 2 - 29.86'14' -2 - 8.9' L 19' R
19616'' R
US-127 SB@ S JCT US-127 BR
4236 S07-37013 BROOMFIELD RD H 154 = 206' Main 532 MONO CONC 2 - 25.92' 14' -14' -Appr 000 4 - 69.2' L 69.2' R
19649'' L9'' R
US-1272.0 MI S OF M-20
4237 S08-37013-1 US-127 NB HS 203 = 147' Main 332 LATEX CONC 3 - 52.82'15' -Appr 000 5 - 75.8' R
19618'' R
M-20@ M-20
4238 S08-37013-2 US-127 SB HS 203 = 147' Main 332 LATEX CONC 2 - 42.98'14' -5 - 75.8' R
19615'' R
M-20@ M-20
4239 S09-37013 BROADWAY RD H 154 = 206' Main 532 MONO CONC 2 - 27.89' 14' -14' -Appr 000 4 - 69.2' L 69.2' R
19658'' L7'' R
US-1270.7 MI S OF M-20
4240 B01-37014-1 US-127 NB HS 203 = 201' Main 332 LATEX CONC 2 - 32.15' 1961CHIPPEWA RIVER1.9 MI NW OF M-20
4241 B01-37014-2 US-127 SB HS 253 = 201' Main 332 MONO CONC 2 - 35.1' 19612000
CHIPPEWA RIVER1.9 MI NW OF M-20
- 40 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Isabella
4242 B02-37014-1 US-127 NB HS 201 = 30' Main 332 BITUMINOUS 2 - 42.98' 1961SALT RIVERIN ROSEBUSH
4243 B02-37014-2 US-127 SB HS 201 = 30' Main 332 BITUMINOUS 2 - 42.98' 1961SALT RIVERIN ROSEBUSH
4244 C01-37014 US-127 SB HS 20+Mod2 = 19' Main 119 NA 2 - 1961NEFF DRAIN0.6 MI N OF BASE LINE RD
4245 C02-37014 US-127 NB HS 20+Mod2 = 19' Main 119 NA 2 - 1961NEFF DRAIN0.6 MI N OF BASE LINE RD
4246 C03-37014 US-127 SB HS 20+Mod2 = 19' Main 119 NA 2 - 1961LEWIS DRAIN1.0 MI N OF BEAL CITY RD
4247 C04-37014 US-127 NB HS 20+Mod2 = 19' Main 119 NA 2 - 1961LEWIS DRAIN1.0 MI N OF BEAL CITY RD
4248 C05-37014 US-127 HS 20+Mod2 = 16' Main 119 NA 4 - 1900MCDONALD DRAIN2.7 MI S OF CLARE COL
12987 C06-37014 US-127 SB HS 20+Mod1 = 12' Main 119 NA 2 - 1961CATKINS DRAIN1.3 MI N OF BEAL CITY RD
12988 C07-37014 US-127 NB HS 20+Mod12' Main 119 NA 2 - 1961CATKINS DRAIN1.3 MI N OF BEAL CITY RD
4249 R01-37014-1 US-127 NB HS 203 = 190' Main 332 LATEX CONC 3 - 43.64'24' -Appr 000 2 - 41.3' R
19613'' R
EAST RIVER RD RR(ABN)0.1 MI N OF US-127 BR
4250 R01-37014-2 US-127 SB HS 203 = 198' Main 332 LATEX CONC 3 - 43.64' 24' -Appr 000 2 - 41.3' R
19615'' LEAST RIVER RD RR(ABN)0.1 MI N OF US-127 BR
4253 S01-37014 ISABELLA RD H 154 = 230' Main 332 MONO CONC 2 - 25.92' 14' -14' -Appr 000 4 - 10.8' L 11.5' R
19647'' L9'' R
US-1270.7 MI N OF M-20
4254 S02-37014 US-127 BR NB HS 203 = 236' Main 382 MONO CONC 2 - 32.81' 15' -Appr 000 2 - 9.8' L 11.5' R
19610'' LUS-127 SB@ US-127 BR
4255 S03-37014 BASELINE RD H 154 = 210' Main 532 BITUMINOUS 2 - 25.92' 14' -15' -Appr 000 4 - 70.2' L 70.2' R
196511'' L2'' R
US-1271.1 MI N OF US-127 BR
4256 S04-37014 BEAL CITY RD H 154 = 218' Main 532 BITUMINOUS 2 - 23.95' 14' -15' -Appr 000 4 - 73.8' L 73.8' R
196411'' L0'' R
US-1273.1 MI N OF US-127BR
4257 S05-37014 ROSEBUSH RD HS 204 = 212' Main 332 MONO CONC 2 - 27.89' 14' -15' -Appr 000 4 - 67.6' L 67.6' R
196110'' L0'' R
US-127IN ROSEBUSH
4258 S06-37014 VERNON RD H 154 = 204' Main 532 MONO CONC 2 - 25.92' 14' -14' -Appr 000 4 - 68.6' L 68.6' R
19659'' L8'' R
US-1276.1 MI S OF US-10
- 41 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Isabella
4259 S07-37014 COLEMAN RD H 153 = 128' Main 532 MONO CONC 2 - 25.92' 14' -14' -Appr 000 2 - 55.8' R
19658'' L6'' R
US-127 SB4.1 MI S OF US-10
4260 S08-37014 GRASS LAKE RD H 154 = 216' Main 532 MONO CONC 2 - 23.95' 14' -14' -Appr 000 4 - 69.2' L 69.2' R
19649'' L9'' R
US-1272.1 MI S OF US-10
4261 S09-37014 US-127 BR NB HS 203 = 223' Main 382 LATEX CONC 2 - 29.86' 15' -2 - 56.1' R
19611'' LUS-127 SB@ US-127 BR N CLARE EXIT
4262 S10-37014 COLEMAN RD H 153 = 126' Main 532 MONO CONC 2 - 25.92'14' -2 - 56.1' R
19655'' R
US-127 NB4.1 MI S OF US-10
4251 S11-37014-1 US-127 NB HS 201 = 121' Main 532 INTEG CONC 2 - 55'18' -2 - 52.5' R
20066'' R
US-10 BR@ US-10
4252 S11-37014-2 US-127 SB HS 201 = 121' Main 532 INTEG CONC 2 - 44'18' -2 - 33.8' L
20064'' R
US-10 BR@ US-10
13340 V01-37014 US-127 HS 2517' Main 319 NONE 4 - 2008PERE MARQ RAIL - TRAILVERNON TWP SEC 2
4263 B01-37021 M-20 HS 202 = 80' Main 332 MONO CONC 2 - 47.9' 19341973
CHIPPEWA RIVER7.2 MI E OF MECOSTA COL
4264 B02-37021 M-20 HS 201 = 50' Main 332 MONO CONC 2 - 41.01' 19341964
N BR CHIPPEWA RIVER4.5 MI W OF US-27BR
4265 B03-37021 M-20 H 151 = 130' Main 532 LATEX CONC 4 - 52.17' 1996CHIPPEWA RIVERIN MT PLEASANT
4266 C01-37021 M-20 HS 20+Mod1 = 15' Main 319 NA 2 - 1973PONY CREEK0.5 MI E OF MECOSTA COL
13150 P01-37021 PEDWALK ADJ M-20 Pedestrian148' Main 310 NONE
2003CHIPPEWA RIVERCITY OF MT PLEASANT
4267 X01-37021 ANN ARBOR RR Railroad1 = 65' Main 325 NA13' -4 - 59.4' R
19389'' R
M-20IN MT PLEASANT
4269 C01-37022 M-20 HS 20+Mod1 = 14' Main 119 NA 5 - 1979BR CHIPPEWA RIVERAT PARK INN
12989 C02-37022 M-20 HS 20+Mod11' Main 119 MONO CONC 5 - 1979NO NAME DRAINAT SHEPARD RD
4270 S01-37032 LOOMIS RD HS 20+Mod4 = 234' Main 332 LATEX CONC 2 - 29.5' 14' -14' -4 - 67.9' L 67.9' R
19622006
6'' L8'' R
US-103.4 MI NW OF MIDLAND COL
4271 S02-37032 LEATON RD H 154 = 245' Main 532 MONO CONC 2 - 23.95' 14' -14' -Appr 000 4 - 67.9' L 67.9' R
19618'' L9'' R
US-102.2 MI SE OF CLARE COL
- 42 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Isabella
4272 S03-37032 US-10 HS 20+Mod3 = 151' Main 332 LATEX CONC 2 - 41.99' 15' -Appr 000 1 - 33.5' R
19622'' LUS-10 WB RAMP1.4 MI SE OF CLARE COL
- 43 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Lapeer
5300 C01-44011 M-24 H 201 = 14' Main 119 NA 5 - 19401970
FARMER'S CREEK0.1 MI S OF W GENESEE ST
5301 B01-44012 M-24 HS 251 = 65' Main 302 MONO CONC 2 - 42.98' 19481999
S BR FLINT RIVER1.8 MI N OF M-21
5302 B02-44012 M-24 HS 201 = 23' Main 332 BITUMINOUS 2 - 41.01' 19311974
PLUM CREEK2.8 MI N OF M-21
5303 B03-44012 M-24 HS 251 = 90' Main 332 LATEX CONC 2 - 47.9' 1983N BR FLINT RIVER0.6 MI S OF M-90
5304 B04-44012 M-24 HS 251 = 32' Main 332 MONO CONC 2 - 41.99'
1974FOSTORIA DRAIN1.5 MI N OF M-90
5305 B05-44012 M-24 H 201 = 15' Main 101 BITUMINOUS 2 - 29.86' 1940RAYMPH DRAIN2.0 MI N OF M-90
5306 C01-44012 M-24 H 201 = 10' Main 119 NA 2 - 1940MERLIN BROOK3.1 MI N OF M-21
5307 C02-44012 M-24 HS 20+Mod1 = 14' Main 119 NA 2 - 1940BARNES LAKE OUTLET1.4 MI S OF M-90
5308 C03-44012 M-24 HS 20+Mod1 = 12' Main 119 BITUMINOUS 2 - 21.98' 1940BUTTERNUT CREEK3.2 MI S OF TUSCOLA COL
5309 C04-44012 M-24 HS 20+Mod1 = 18' Main 119 BITUMINOUS 2 - 21.98' 1940LYONS DRAIN2.4 MI S OF TUSCOLA COL
5310 C05-44012 M-24 H 201 = 12' Main 119 NA 2 - 1996BRANCH OF SILVER CREEK0.6 MI S OF TUSCOLA COL
5311 C06-44012 M-24 H 201 = 11' Main 119 NA 2 - 1940BRANCH OF SILVER CREEK1.9 MI S OF TUSCOLA COL
5312 R01-44012 M-24 HS 203 = 133' Main 302 BITUMINOUS 2 - 38.06' 1948CR RR (ABN)1.0 MI N OF M-21
5313 B01-44031 M-53 HS 251 = 67' Main 506 MONO CONC 3 - 39.04' 1999CLINTON RIVERIN ALMONT
5314 B02-44031 M-53 HS 201 = 50' Main 532 MONO CONC 2 - 41.01' 1963WESTERN DRAIN2.6 MI S OF IMLAY CITY
5315 C01-44031 M-53 H 151 = 10' Main 119 NA 2 - 1925BRANCH BELLE RIVER1.2 MI N OF ALMONT
5316 C02-44031 M-53 H 151 = 22' Main 119 NA 2 - 2009BRANCH BELLE RIVER3.0 MI N OF ALMONT
- 44 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Lapeer
5317 X01-44031 GTW RR Railroad3 = 102' Main 303 NA13' -3 - 44.9' R
193411'' R
M-53(VAN DYKE ROAD)IN IMLAY CITY
5318 B01-44032 M-53 HS 251 = 26' Main 505 BITUMINOUS 2 - 45.93' 1979ELK LAKE CREEK3.8 MI NORTH OF IMLAY CTY
5319 B02-44032 M-53 H 151 = 26' Main 119 INTEG CONC 2 - 44'
2007PETERS DRAIN0.2 MI S OF SANILAC COL
5320 C01-44032 M-53 H 151 = 16' Main 119 NA 2 -
1925LONG LAKE CREEK0.2 MI N OF M-21 IN IMLAY
5321 C02-44032 M-53 H 151 = 16' Main 119 NA 2 - 1925ELM CREEK0.2 MI N OF M-90
5324 B01-44043 I-69 EB HS 203 = 110' Main 532 EPOXY OVLY 2 - 39.2' 1971FARMERS CREEK1.0 MI SW OF LAPEER
5325 B02-44043 I-69 WB HS 203 = 110' Main 532 EPOXY OVLY 2 - 39.2' 1971FARMERS CREEK1.0 MI SW OF LAPEER
5326 C01-44043 I-69 HS 20+Mod2 = 16' Main 119 NA 6 - 1971HASLER CREEK0.2 MI E OF ELBA RD
5327 S01-44043 ELBA ROAD H 202 = 264' Main 482 MONO CONC 2 - 34.5' 17' -16' -4 - 94.8' L 96.8' R
19712'' L8'' R
I-696.0 MI SW OF LAPEER
5328 S02-44043 HADLEY ROAD H 155 = 390' Main 382 MONO CONC 2 - 34.5' 16' -16' -4 - 75.8' L 96.1' R
19718'' L6'' R
I-694.5 MI W OF LAPEER
5329 S03-44043 GOLF ROAD H 152 = 288' Main 482 MONO CONC 2 - 34.5' 16' -17' -4 - 99.7' L 99.7' R
19717'' L0'' R
I-692.0 MI W OF LAPEER
5330 S04-44043 LAKE NEPESSING RD H 202 = 264' Main 482 LATEX CONC 2 - 40.5' 16' -16' -4 - 98.4' L 97.1' R
19715'' L4'' R
I-693.0 MI SW OF LAPEER
5331 S05-44043 BALDWIN ROAD H 154 = 318' Main 382 EPOXY OVLY 2 - 34.5' 16' -16' -4 - 99.7' L 99.7' R
19719'' L10'' R
I-691.0 MI SW OF LAPEER
5332 S06-44043 I-69 EB HS 202 = 171' Main 332 EPOXY OVLY 3 - 48.5' 16' -16' -6 - 48.9' L 48.2' R
197111'' L7'' R
M-241.0 MI S OF LAPEER , M-24
5333 S07-44043 I-69 WB HS 202 = 171' Main 332 LATEX CONC 3 - 48.5' 15' -15' -6 - 48.9' L 48.2' R
19713'' L0'' R
M-241.0 MI S OF LAPEER , M-24
5334 B01-44044 I-69 EB HS 253 = 134' Main 532 LATEX CONC 2 - 43.96' 1983S BR FLINT RIVERSE OF LAPEER
5335 B02-44044 I-69 WB HS 253 = 138' Main 532 LATEX CONC 2 - 43.96' 1983S BR FLINT RIVERSE OF LAPEER
- 45 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Lapeer
5336 B05-44044 I-69 EB & RAMP HS 253 = 123' Main 532 EPOXY OVLY 3 - 52.9' 1983HUNTER CREEKSE OF LAPEER
5337 B06-44044 I-69 WB HS 253 = 123' Main 532 EPOXY OVLY 3 - 66.7'
1983HUNTER CREEKS OF LAPEER
5338 C01-44044 I-69 HS 20+Mod2 = 36' Main 119 NA 4 - 1983N BRANCH BELL RIVER0.5 MI E OF M-53
5339 C02-44044 I-69 HS 20+Mod2 = 25' Main 119 MONO CONC 4 - 44.95' 1983PINE CREEK0.2 MI E OF WILDER RD
5340 C03-44044 I-69 EB RAMP HS 20+Mod2 = 24' Main 119 NA 1 - 1983PINE CREEK0.2 MI E OF WILDER RD
5341 C04-44044 I-69 WB RAMP HS 20+Mod2 = 24' Main 119 NA 1 - 1983PINE CREEK0.2 MI E OF WILDER RD
5342 R03-44044 I-69 EB HS 253 = 173' Main 432 LATEX CONC 2 - 43.96'Appr 000
1983GTW RR (ABN)2 MI SW IMLAY CITY
5343 R04-44044 I-69 WB HS 253 = 173' Main 432 LATEX CONC 2 - 43.96'Appr 000
1983GTW RR (ABN)2.0 M SW OF IMLAY CITY
5344 S01-44044 I-69 EB HS 251 = 98' Main 382 LATEX CONC 2 - 44.29' 14' -14' -2 - 37.7' R
19834'' L4'' R
CLARK RD1.0 MI S OF LAPEER
5345 S02-44044 I-69 WB HS 251 = 98' Main 382 LATEX CONC 2 - 43.96'14' -2 - 37.7' R
19835'' R
CLARK RD1.0 MI S OF LAPEER
5346 S03-44044 MORRIS RD HS 252 = 300' Main 482 LATEX CONC 2 - 35.76' 17' -16' - 4 - 99.1' L 98.4' R
19838'' L5'' R
I-690.7 MI E OF LAPEER
5347 S04-44044 WILDER RD HS 252 = 272' Main 482 LATEX CONC 2 - 41.99' 16' -17' -4 - 99.4' L 98.1' R
19835'' L6'' R
I-693.0 MI E OF LAPEER
5348 S05-44044 5 LAKES RD HS 253 = 388' Main 482 LATEX CONC 2 - 41.99' 16' -17' -5 - 83' L 99.7' R
19832'' L9'' R
I-694.0 M E OF LAPEER
5349 S06-44044 LK GEORGE RD HS 252 = 304' Main 482 EPOXY OVLY 2 - 41.99' 16' -16' -4 - 99.7' L 99.7' R
19832'' L2'' R
I-696.0 M E OF LAPEER
5350 S07-44044 LK PLEASANT RD HS 252 = 273' Main 482 EPOXY OVLY 2 - 41.99' 16' -17' -Appr 000 4 - 97.8' L 98.8' R
198310'' L9'' R
I-694.5 M W OF IMLAY CITY
5351 S09-44044 I-69 EB HS 251 = 118' Main 382 EPOXY OVLY 2 - 44.62' 15' -15' -2 - 44.9' R
19834'' L4'' R
NEWARK RD3.7 M W OF IMLAY CITY
5352 S10-44044 I-69 EB HS 251 = 97' Main 382 EPOXY OVLY 2 - 43.96'15' - 2 - 42' R
19833'' R
WINSLOW RD3 M SW OF IMLAY CITY
- 46 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Lapeer
5353 S11-44044 I-69 WB HS 251 = 97' Main 382 EPOXY OVLY 2 - 43.96'16' -2 - 42' R
19832'' R
WINSLOW RD3 MI SW OF IMLAY CITY
5354 S12-44044 I-69 EB HS 251 = 93' Main 382 LATEX CONC 2 - 43.96'15' -2 - 39.7' R
19835'' R
SUMMERS RD2.0 M SW OF IMLAY CITY
5355 S13-44044 I-69 WB HS 251 = 93' Main 382 EPOXY OVLY 2 - 43.96'14' -2 - 39.7' R
19837'' R
SUMMERS RD2.0 M SW OF IMLAY CITY
5356 S14-44044 BLACKS CORNERS RD H 202 = 269' Main 482 EPOXY OVLY 2 - 35.76' 16' -17' -4 - 99.7' L 98.8' R
19836'' L7'' R
I-691.7 MI S OF IMLAY CITY
5357 S15-44044 M-53 HS 252 = 262' Main 482 EPOXY OVLY 5 - 105.97' 17' -16' -6 - 99.7' L 99.7' R
19791988
6'' L7'' R
I-691.7 M S OF IMLAY CITY
5358 S16-44044 BOWMAN ROAD H 202 = 268' Main 482 EPOXY OVLY 2 - 37.4' 16' -15' -4 - 98.8' L 99.7' R
19795'' L8'' R
I-692.2 MI SE OF IMLAY CITY
5359 S17-44044 BRISTOL ROAD H 202 = 280' Main 482 EPOXY OVLY 2 - 37.07' 17' -16' -4 - 96.8' L 96.8' R
19780'' L2'' R
I-693.0 MI SE OF IMLAY CITY
5360 S18-44044 I-69 EB HS 251 = 95' Main 382 EPOXY OVLY 2 - 42.32'15' -2 - 39.7' R
19793'' R
GRAHAM ROAD4.2 MI SE OF IMLAY CITY
5361 S19-44044 I-69 WB HS 251 = 95' Main 382 EPOXY OVLY 2 - 43.96'14' -2 - 39.7' R
19797'' R
GRAHAM ROAD4.2 MI SE OF IMLAY CITY
5362 S20-44044 I-69 WB HS 251 = 98' Main 382 EPOXY OVLY 2 - 43.96'14' - 2 - 44.9' R
19838'' R
NEWARK RD3.7 M W OF IMLAY CITY
5363 B03-44061 M-90 HS 251 = 101' Main 505 MONO CONC 2 - 43.96' 1997FLINT RIVER1.0MI W OF NORTH BRANCH
5364 B04-44061 M-90 HS 203 = 128' Main 432 MONO CONC 2 - 43.96' 1965N BRANCH FLINT RIVER0.8 MI E OF M-24
5365 C03-44061 M-90 HS 20+Mod1 = 16' Main 119 NA 2 -Appr 000
1948ELM CREEK0.8 MI W OF M-53
- 47 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Midland
6885 B01-56011 M-18 HS 251 = 100' Main 532 MONO CONC 2 - 44.95' 2001BUFF CREEK0.8 MI N OF US-10
6886 C01-56011 M-18 HS 20+Mod1 = 10' Main 119 NA 2 -Appr 000
19411948
TRIPP DRAIN1.4 MI N OF US-10
6887 C02-56011 M-18 HS 20+Mod1 = 12' Main 119 NA 2 -Appr 000
19411946
TRIPP DRAIN3.0 MI S OF GLADWIN COL
6888 C03-56011 M-18 OTHER1 = 12' Main 119 NA 2 -Appr 000
1941CURTICE DRAIN1.3 MI S OF GLADWIN COL
6889 B01-56021 M-20 H 202 = 107' Main 505 LATEX CONC 5 - 82.02'Appr 000
19401996
CHIPPEWA RIVER1.7 MI E OF ISABELLA COL
6890 B02-56021 M-20 HS 20+Mod1 = 23' Main 505 BITUMINOUS 5 - 83.01' 19381979
PRAIRIE CREEK1.2 MI E OF MERIDIAN RD
6891 R01-56021 M-20 HS 2010 = 672' Main 303 LATEX CONC 4 - 63.98'Appr 332
1955CSX/TITABAWASSEE RV(ABN)IN MIDLAND
6892 S01-56023-3 M-20 & US-10 BR EB HS 203 = 166' Main 204 MONO CONC 2 - 41.99'14' -Appr 000 4 - 54.1' R
19606'' R
OLD US-10, SAGINAW RDIN MIDLAND (SAGINAW RD)
6893 S01-56023-4 M-20 & US-10 BR WB HS 203 = 166' Main 204 MONO CONC 2 - 41.99' 14' -Appr 000 2 - 54.1' L 54.1' R
19606'' LOLD US-10, SAGINAW RDIN MIDLAND (SAGINAW RD)
6894 S02-56023-3 M-20 & US-10 BR HS 203 = 141' Main 204 MONO CONC 3 - 51.84'17' -Appr 000 4 - 53.8' R
19602'' R
WALDO RDIN MIDLAND WALDO RD M-20
6895 S02-56023-4 M-20 & US-10 BR HS 203 = 141' Main 204 MONO CONC 2 - 41.99'15' -Appr 000 4 - 53.8' R
19607'' R
WALDO RDIN MIDLAND WALDO RD M-20
6896 S03-56023 US-10 EB HS 203 = 152' Main 204 LATEX CONC 2 - 41.99'16' -2 - 43' R
19602'' R
US-10BR WB & M-20IN MIDLAND M-20 WB, US-10
6953 B01-56031 M-30, MERIDIAN RD HS 251 = 50' Main 505 MONO CONC 2 - 41.4' 2006CARROLL CREEK0.8 MI S OF WACKERLY RD
13410 B02-56031 M-30, MERIDIAN RD HS 251170' Main 532 MONO CONC 2 - 40' 2007TITTABAWASSEE RIVERJEROME TWP SEC 25&36
6897 B01-56032 M-30 HS 206 = 361' Main 506 MONO CONC 2 - 25.92' 19471999
TITTABAWASSEE RIVER0.3 MI N OF EDENVILLE
6898 C01-56032 M-30 OTHER1 = 15' Main 319 NA 2 - 1947RAYMOND DRAIN1.2 MI SE OF EDENVILLE
6899 B01-56044-3 US-10 EB HS 20+Mod3 = 217' Main 332 EPOXY OVLY 2 - 32' 19621997
BLUFF CREEK0.8 MI SE OF M-18
- 48 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Midland
6900 B01-56044-4 US-10 WB HS 20+Mod3 = 217' Main 332 LATEX CONC 2 - 32' 19622001
BLUFF CREEK0.8 MI SE OF M-18
6901 B02-56044 US-10 EB HS 20+Mod3 = 139' Main 532 MONO CONC 2 - 40.03' 1962MUD CREEK2.8 MI SE OF M-18
6902 B03-56044 US-10 WB HS 20+Mod3 = 146' Main 532 MONO CONC 2 - 40.03' 1962MUD CREEK2.5 MI SE OF M-18
6903 B04-56044-3 US-10 EB HS 20+Mod3 = 357' Main 532 MONO CONC 2 - 44' 2008SANFORD LAKE0.2 MI NW OF M-30
6904 B04-56044-4 US-10 WB HS 20+Mod3 = 357' Main 532 MONO CONC 2 - 56' 2008SANFORD LAKE0.2 MI NW OF M-30
6905 B05-56044-3 US-10 EB HS 201 = 45' Main 104 EPOXY OVLY 2 - 41.99' 1960STURGEON CREEK1.1 MI NW OF US-10 BR
6906 B05-56044-4 US-10 WB HS 201 = 45' Main 104 EPOXY OVLY 2 - 41.99' 1960STURGEON CREEK1.1 MI NW OF US-10 BR
6907 C01-56044 US-10 OTHER1 = 10' Main 119 NA 2 -Appr 000
1962HAHN DRAIN0.25 MI E OF STARK RD
6908 C02-56044 US-10 OTHER1 = 10' Main 119 NA 4 -Appr 000
1962STURGEON CREEK0.9 MI E OF STARK RD
6909 C03-56044 US-10 OTHER1 = 15' Main 119 NA 4 -Appr 000
1975NO NAME0.4 MI SE OF M-18
6910 S01-56044 M-18 HS 20+Mod4 = 242' Main 332 BITUMINOUS 3 - 41.99' 14' -14' -5 - 68.9' L 76.8' R
19628'' L9'' R
US-10@ M-18
6911 S02-56044 W RIVER RD HS 20+Mod4 = 222' Main 332 LATEX CONC 2 - 31.5' 14' -14' - 4 - 67.9' L 67.9' R
196211'' L10'' R
US-101.3 MI NW OF M-30
6912 S03-56044 M-30 HS 20+Mod4 = 200' Main 532 EPOXY OVLY 2 - 33.46' 14' -14' -6 - 64.6' L 63.3' R
196110'' L9'' R
US-10@ M-30
6913 S04-56044 HOPE RD H 154 = 269' Main 332 EPOXY OVLY 2 - 27.5' 14' -14' -4 - 67.9' L 67.9' R
19616'' L6'' R
US-101.7 MI SE OF M-30
6914 S05-56044 STARK RD H 154 = 198' Main 204 EPOXY OVLY 2 - 30' 15' -15' -4 - 55.1' L 55.4' R
196011'' L3'' R
US-103.2 MI W OF US-10 BR
6915 S06-56044 STURGEON RD H 154 = 198' Main 204 MONO CONC 2 - 25.92' 15' -15' -Appr 000 4 - 54.8' L 54.8' R
19600'' L0'' R
US-101.0 MI W OF US-10 BR
6916 S07-56044-3 US-10 EB HS 201 = 112' Main 332 MONO CONC 2 - 45.2'17' -7 - 53.8' R
20011'' R
US-10BR@ US-10 BR EASTMAN RD
- 49 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Midland
6917 S07-56044-4 US-10 WB HS 251 = 112' Main 332 MONO CONC 3 - 63.6'16' -7 - 53.8' R
20018'' R
US-10BR@ US-10 BR EASTMAN RD
6918 S08-56044 JEFFERSON RD H 154 = 200' Main 204 MONO CONC 2 - 37.1' 15' -15' -Appr 000 4 - 55.4' L 54.8' R
19601'' L0'' R
US-100.8 MI E OF US-10 BR
6919 S09-56044 WALDO RD H 154 = 404' Main 204 LATEX CONC 2 - 29.2' 16' -16' -Appr 000 4 - 55.4' L 55.4' R
19609'' L10'' R
US-102.3 MI NW OF BAY CO LINE
6920 S10-56044 ASHMAN RD H 154 = 216' Main 204 MONO CONC 4 - 43.96' 15' -15' -Appr 000 4 - 55.4' L 55.4' R
19602'' L1'' R
US-10IN MIDLAND
6921 S11-56044 US-10 EB HS 203 = 128' Main 204 LATEX CONC 2 - 41.99'16' -2 - 47.9' R
19609'' R
PATRICK ST@ BAY CO LINE SECOND ST
6922 C01-56045 US-10 NB OTHER1 = 12' Main 119 NA 4 - 1961NELSON DRAIN0.7 MI SE OF SHAFFER RD
6923 C02-56045 US-10 SB OTHER1 = 12' Main 119 NA 2 - 1974NELSON DRAIN0.7 MI SE OF SHAFFER RD
6924 S01-56045 COLEMAN RD HS 204 = 209' Main 332 MONO CONC 2 - 31.5' 14' -14' -Appr 000 4 - 67.9' L 67.9' R
19629'' L8'' R
US-101.0 MI E OF ISABELLA COL
6925 S02-56045 SHAFFER RD HS 204 = 302' Main 382 MONO CONC 2 - 25.92' 14' -14' -Appr 000 4 - 67.9' L 67.9' R
19628'' L8'' R
US-103.2 MI ESE OF ISABELL COL
6926 C01-56051 US-10 BR OTHER1 = 16' Main 119 NA 4 -Appr 000
1900SNAKE CREEK0.7 MI N M-20, IN MIDLAND
- 50 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Saginaw
9035 B01-73021 M-57 HS 201 = 40' Main 302 LATEX CONC 2 - 38' 19592006
LAMB CREEK4.3 MI E OF GRATIOT COL
9036 B02-73021 M-57 H 152 = 141' Main 352 EPOXY OVLY 3 - 40.03' 1930SHIAWASSEE RIVERIN CHESANING
9037 B03-73021 M-57 HS 251 = 34' Main 119 INTEG CONC 2 - 43.3' 2002BEAR CREEK8.2 MI W OF GENESEE COL
9038 B04-73021 M-57 HS 251 = 84' Main 505 LATEX CONC 2 - 47.9' 1985NORTHWOOD CREEK2.1 MI W OF GENESEE COL
9039 B05-73021 M-57 H 203 = 120' Main 532 LATEX CONC 2 - 47.9'Appr 000
19401990
MISTEQUAY CREEK0.6 MI W OF GENESEE COL
9040 C01-73021 M-57 OTHER2 = 10' Main 119 NA 2 - 1935S FORK OF BAD RIVER0.4 M WEST OF MERRILL RD
9041 C02-73021 M-57 OTHER1 = 12' Main 119 NA 2 -Appr 000
1935BANNER DRAIN0.4 M WEST OF CHAPIN ROAD
9042 C03-73021 M-57 OTHER1 = 10' Main 119 NA 2 -Appr 000
1935GRIFFUS CREEK0.6 M WEST OF BRENNAN RD
9043 C04-73021 M-57 OTHER2 = 20' Main 119 NA 2 - 1935E BR OF GRIFFUS CREEK0.3 M WEST OF BRENNAN RD
9044 C05-73021 M-57 OTHER1 = 14' Main 119 NA 2 -Appr 000
1935E BR GRIFFUS CREEK0.7 W OF HEMLOCK RD
9045 C06-73021 M-57 OTHER1 = 12' Main 119 NA 2 -Appr 000
1935KRANTZ DRAIN0.5 M WEST OF HEMLOCK RD
9046 C07-73021 M-57 OTHER1 = 14' Main 119 NA 2 -Appr 000
1935PICKEREL CREEK0.4 M WEST OF RAUCHOLZ RD
9047 C08-73021 M-57 OTHER1 = 16' Main 119 NA 2 -Appr 000
1935W BR OF DEER CREEK1.9 WEST OF CHESANING
9048 C09-73021 M-57 OTHER1 = 16' Main 119 NA 2 -Appr 000
1935DEER CREEKW CITY LIMITS CHESANING
9049 C10-73021 M-57 OTHER1 = 12' Main 119 NA 2 -Appr 000
1946BR OF DEER CREEKWEST BROAD ST CHESANING
9050 C11-73021 M-57 OTHER1 = 12' Main 119 NA 2 -Appr 000
1935BR OF BEAR CREEKE CITY LIMITS CHESANING
9051 C12-73021 M-57 OTHER1 = 16' Main 119 NA 2 -Appr 000
1940ANDRES DRAIN2.6 MI EAST OF CHESANING
- 51 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Saginaw
9052 C13-73021 M-57 OTHER1 = 16' Main 119 NA 2 -Appr 000
1940ADAMS DRAINAT AMMAN ROAD
9053 C14-73021 M-57 OTHER1 = 10' Main 119 NA 2 -Appr 000
1940BR WICKHAM DRAIN0.3 MI EAST OF AMMAN ROAD
9054 C15-73021 M-57 OTHER1 = 10' Main 119 NA 2 -Appr 000
1940WICKHAM DRAIN0.3 MI WEST OF GASPER RD
9055 C16-73021 M-57 OTHER1 = 12' Main 119 NA 2 -Appr 000
1940BR OF ALBERTS DRAIN0.7 MI WEST OF BISHOP RD
9056 C17-73021 M-57 OTHER1 = 12' Main 119 NA 2 -Appr 000
1940DEARSALL DRAIN0.1 MI WEST OF BISHOP RD
9057 C18-73021 M-57 OTHER1 = 10' Main 119 NA 2 -Appr 000
1940MITCHELL CREEKAT BISHOP ROAD
9058 C19-73021 M-57 OTHER1 = 10' Main 119 NA 2 -Appr 000
1940BR.OF MITCHELL CREEK0.9 MI WEST OF LINCOLN RD
9059 C20-73021 M-57 OTHER1 = 16' Main 119 NA 2 -Appr 000
1940EICHOLT DRAIN0.4 MI WEST OF LINCOLN RD
9060 C21-73021 M-57 OTHER1 = 16' Main 119 NA 2 -Appr 000
1940BOUCK DRAIN1.3 MI W GENESEE CO LINE
12985 C22-73021 M-57 HS 2012' Main 119 LATEX CONC 2 - 38.06' 1959NO NAME DRAIN0.1 MI NE OF GRATIOT COL
9061 B01-73031 M-52 HS 201 = 40' Main 302 BITUMINOUS 2 - 40.03' 19501989
PICKEREL CREEK3.4 MI N OF M-57
9062 B02-73031 M-52 HS 201 = 90' Main 332 LATEX CONC 4 - 52' 1977S BR BAD RIVERIN ST CHARLES
9063 B03-73031 M-52 H 152 = 100' Main 532 INTEG CONC 2 - 40.03' 19291999
N BR BAD RIVERIN ST CHARLES
9064 B04-73031 M-52 HS 201 = 90' Main 332 LATEX CONC 2 - 47.9' 1977BEAVER CREEKN LIMITS OF ST CHARLES
9065 B07-73031 M-52 HS 203 = 91' Main 532 LATEX CONC 2 - 44' 19652006
MARSH CREEK4.0 MI N OF ST CHARLES
9066 B08-73031 M-52 HS 201 = 30' Main 104 LATEX CONC 2 - 38' 19572006
WILLIAMS CREEK0.7 MI S OF M-46
9067 C01-73031 M-52 OTHER2 = 16' Main 119 NA 2 -Appr 000
1964SAWYER DRAIN0.4 MI SOUTH OF OACKLEY
- 52 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Saginaw
9068 C02-73031 M-52 OTHER1 = 11' Main 119 NA 2 -Appr 000
19409 DRAINNORTH LIMITS OF OAKLEY
9069 C03-73031 M-52 OTHER16' Main 119 NA 2 - 1940CARSON DRAIN0.3 MI NORTH OF M-57
9070 C04-73031 M-52 OTHER1 = 12' Main 119 NA 2 -Appr 000
1940CARSON DRAIN1.4 MI NORTH OF M-57
9071 C06-73031 M-52 OTHER1 = 11' Main 319 NA 2 -Appr 000
1900WOLF CREEK1.9 MI NORTH OF STCHARLES
9072 C01-73033 M-84 OTHER1 = 12' Main 119 NA 2 -Appr 000
1900UNIVERSAL DRAIN1.5 MI NORTH OF STATE ST
9073 C02-73033 M-84 OTHER1 = 11' Main 119 NA 2 -Appr 000
1900S BR KOCHVILLE DRAIN2.1 MI S OF BAY CO LINE
9074 C03-73033 M-84 OTHER1 = 10' Main 119 NA 2 - 62.99' 1900KOCHVILLE DRAIN1.25 MI S OF BAY CO LINE
9076 B01-73051 M-13 H 151 = 24' Main 104 LATEX CONC 2 - 68.9'Appr 005
19391985
SAVAGE DRAIN3.3 MI N OF GENESEE COL
9077 B02-73051 M-13 H 151 = 31' Main 104 EPOXY OVLY 2 - 40.03' 1930MILKS DRAIN7.8 MI S OF M-46
9078 B03-73051 M-13 H 151 = 51' Main 332 EPOXY OVLY 2 - 42.98' 19301975
KOEPKE DRAIN7.6 MI S OF M-46
9079 B04-73051 M-13 H 203 = 165' Main 302 LATEX CONC 2 - 36.09' 1941FLINT R7.2 MI S OF M-46
9080 B05-73051 M-13 H 203 = 110' Main 302 LATEX CONC 2 - 36.09'Appr 000
1941BIRCH RUN OUTLET DRN7.1 MI S OF M-46
9081 B06-73051 M-13 HS 201 = 35' Main 332 EPOXY OVLY 2 - 36.09' 19411986
COLE DRAIN5.8 MI S OF M-46
9082 B07-73051 M-13 HS 206 = 390' Main 332 LATEX CONC 2 - 29.86'Appr 000
1964CASS RIVER3.3 MI S OF M-46
9083 B08-73051 M-13 H 151 = 23' Main 104 BITUMINOUS 2 - 32.15' 1929NO NAME DRAIN1.8 MI S OF M-46
9084 C01-73051 M-13 OTHER1 = 12' Main 119 NA 2 -Appr 000
193912 DRAIN1.1 MI NORTH OF JCT M-57
9085 C02-73051 M-13 OTHER1 = 12' Main 119 NA 2 -Appr 000
1939PEART DRAIN0.4 MI N OF GENESEE COL
- 53 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Saginaw
9086 C03-73051 M-13 OTHER1 = 12' Main 119 NA 2 -Appr 000
1939BECKER DRAIN3.9 MI N OF GENESEE COL
9087 C04-73051 M-13 OTHER1 = 12' Main 119 NA 2 -Appr 000
1939MESSNER DRAIN0.4 MI SOUTH OF MOORE RD
9088 C01-73061 M-46 OTHER1 = 11' Main 119 NA 2 -Appr 000
1954PLANK ROAD #16 DRAIN1.5 MI EAST OF MERRILL
9089 C02-73061 M-46 OTHER1 = 14' Main 119 NA 2 -Appr 000
1954WHITMORE DRAIN2.3 MI EAST OF MERRILL
9090 C03-73061 M-46 OTHER1 = 14' Main 119 NA 2 -Appr 000
1954MC CLELLAN RUN CREEK1.0 MI EAST OF HEMLOCK
9091 C04-73061 M-46 OTHER1 = 18' Main 119 NA 2 - 44'Appr 000
1954WILLIAMS CREEK4.3 MI EAST OF HEMLOCK
9092 B01-73062-3 M-46 EB HS 203 = 155' Main 332 BITUMINOUS 2 - 36.09' 1958SWAN CREEK1.6 MI E OF M-52
9093 B01-73062-4 M-46 WB HS 203 = 155' Main 332 BITUMINOUS 2 - 36.09'Appr 000
1958SWAN CREEK1.6 MI E OF M-52
9094 B02-73062 M-46 HS 257 = 525' Main 532 EPOXY OVLY 4 - 62.01' 19541993
TITTABAWASSEE RIVER0.4 MI W OF M-47
9095 B03-73062 M-46 HS 253 = 225' Main 532 LATEX CONC 4 - 68.9' 19541993
OVERFLOW EAST0.1 MI W OF M-47
9096 B04-73062 M-46 HS 209 = 630' Main 532 MONO CONC 4 - 43.96' 19571997
SAGINAW RIVERIN SAGINAW
9097 P01-73062 COUNTRY CLUB PED Pedestrian7 = 272' Main 310 BITUMINOUS15' -Appr 303 4 - 89.9' R
19694'' R
M-460.5 MI W OF SAGINAW
9098 C01-73063 M-46 OTHER1 = 10' Main 119 NA 2 -Appr 000
1937WEAVER DRAIN8.7 MI W OF TUSCOLA COL
9099 C02-73063 M-46 OTHER1 = 12' Main 119 NA 2 -Appr 000
1937ENGLISH QUARTERLINE DRN7.7 MI W OF TUSCOLA COL
9100 C03-73063 M-46 OTHER1 = 18' Main 119 NA 2 -Appr 000
1937COOL CREEK6.1 W OF TUSCOLA COL
9101 C04-73063 M-46 OTHER1 = 14' Main 119 NA 2 -Appr 000
1937BLUMFIELD CREEK3.3 MI W OF TUSCOLA COL
9102 X01-73063 CSX RR Railroad3 = 71' Main 303 NA14' -Appr 000 4 - 44.9' R
19375'' R
M-46IN SAGINAW
- 54 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Saginaw
9103 C01-73073 M-47 OTHER1 = 14' Main 119 NA 6 -Appr 000
19401960
KOCHVILLE & SAGINAW DRN0.1 MI N OF SHADOCK
9104 R01-73075-1 M-47 NB HS 203 = 183' Main 332 MONO CONC 2 - 41.99'Appr 000
1960CSX RR1.7 MI S OF N CO LINE
9105 R01-73075-2 M-47 SB HS 203 = 183' Main 332 MONO CONC 2 - 41.99'Appr 000
1960CSX RR1.7 MI S OF N CO LINE
9106 B01-73081 M-81 HS 251 = 40' Main 505 LATEX CONC 2 - 43.96' 19291992
BLUMFIELD CREEK3.7 MI E OF I-75
9107 B02-73081 M-81 HS 251 = 50' Main 505 EPOXY OVLY 2 - 43.96' 19391992
CHEBOYGANING CREEK0.2 MI W OF M-15
9108 C01-73081 M-81 OTHER1 = 10' Main 119 NA 2 -Appr 000
1929DIECKMAN DRAIN0.8 W OF I-75
9109 C03-73081 M-81 OTHER1 = 12' Main 119 NA 2 -Appr 000
1929GAGE #1 DRAINAT WOLF RD 9.3 M W COL
9110 C04-73081 M-81 OTHER1 = 14' Main 119 NA 2 -Appr 000
1929BR OF BOULTON DRAIN8.8 MI W OF TUSCOLA COL
9111 C05-73081 M-81 OTHER1 = 16' Main 119 NA 2 -Appr 000
1929WEAVER DRAIN7.9 MI W OF TUSCOLA COL
9112 C06-73081 M-81 OTHER1 = 10' Main 119 NA 2 -Appr 000
1929ENGLISH QUARTERLINE DRN7.4 MI W OF TUSCOLA COL
9113 C07-73081 M-81 OTHER1 = 12' Main 119 NA 2 -Appr 000
1948WATERCOURSE #1 DRAIN1.2 MI W OF TUSCOLA COL
9114 C01-73091 M-13 OTHER1 = 10' Main 119 NA 4 -Appr 000
1900NO NAME1.8 MI S OF BAY CO LINE
9115 B01-73101 I-675 HS 20+Mod42 = 2948' Main 432 LATEX CONC 4 - 86.5'14' -Appr 332 12 - 80.4' R
197120092'' R
SAG RIV, H&E,SBS RR, M13IN SAGINAW
9116 B01-73101-6 M-58 EB TO I-675 E HS 20+Mod11 = 717' Main 332 LATEX CONC 1 - 24.5'14' -3 - 61' R
197120092'' R
H&E RR, DAVENPORTIN SAGINAW
9117 B02-73101 RAMP I-675 TO I-75 HS 20+Mod1 = 80' Main 332 MONO CONC 2 - 41' 1971KOCHVILLE DRAIN@ N JCT I-75
9118 C01-73101 I-675 & RAMP OTHER2 = 13' Main 119 NA 5 -Appr 000
1971KOEHLER DRAIN100' EAST OF OUTER DRIVE
9119 C02-73101 I-675 OTHER1 = 13' Main 119 NA 4 -Appr 000
1971MC CARRY BR UNIVERSAL DR200' SOUTH OF MC CARTY RD
- 55 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Saginaw
9120 P01-73101 21ST ST WALKOVER Pedestrian19 = 270' Main 482 MONO CONC 17' -17' -Appr 505 6 - 85.9' L 78.2' R
20095'' L5'' R
I-675IN SAGINAW
9122 R02-73101-1 I-675 NB HS 20+Mod3 = 196' Main 332 LATEX CONC 2 - 39.7' 1971SBS RR0.2 MI N OF SAGINAW
9123 R02-73101-2 I-675 SB HS 20+Mod3 = 200' Main 332 LATEX CONC 2 - 39.7' 1971SBS RR0.2 MI N OF SAGINAW
9124 S01-73101 JANES RD H 153 = 110' Main 302 MONO CONC 2 - 28.5' 16' -14' -1 - 36.7' R
19710'' L9'' R
I-675 RAMP@ I-75
9125 S02-73101 I-675 NB HS 204 = 270' Main 332 LATEX CONC 2 - 39.2' 15' -16' -7 - 65' L 72.5' R
19719'' L0'' R
I-75@ S JCT I-75
9126 S03-73101 OUTER DRIVE H 155 = 283' Main 332 LATEX CONC 2 - 32.5' 14' -14' -6 - 72.8' L 77.1' R
19712009
8'' L9'' R
I-6750.1 MI W OF I-75
9127 S04-73101-1 VETREANS MEM PKWY H 202 = 204' Main 482 BITUMINOUS 3 - 40.03' 14' -14' -Appr 000 6 - 62.7' L 62.7' R
19719'' L11'' R
I-675IN SAGINAW
9128 S04-73101-2 VETREANS MEM PKWY H 202 = 204' Main 482 BITUMINOUS 3 - 40.03' 15' -15' -Appr 000 6 - 62.7' L 62.7' R
19711'' L2'' R
I-675IN SAGINAW
9129 S05-73101 14TH ST H 152 = 182' Main 432 LATEX CONC 2 - 30' 15' -16' -6 - 64' L 65.3' R
19712009
5'' L6'' R
I-675IN SAGINAW
9130 S06-73101-1 I-675 NB HS 20+Mod3 = 131' Main 332 BITUMINOUS 2 - 40.68' 15' -14' - 4 - 49.9' R
19714'' L8'' R
6TH STIN SAGINAW
9131 S06-73101-2 I-675 SB HS 20+Mod3 = 131' Main 332 BITUMINOUS 2 - 40.68'14' -4 - 65.9' R
19717'' R
6TH STIN SAGINAW
9132 S07-73101-1 I-675 NB HS 20+Mod3 = 136' Main 532 MONO CONC 2 - 40.68'17' -Appr 000 2 - 65.9' R
19713'' R
5TH STIN SAGINAW
9133 S07-73101-2 I-675 SB HS 20+Mod3 = 136' Main 532 MONO CONC 2 - 40.68'17' -Appr 000 2 - 66.9' L 66.9' R
19714'' R
5TH STIN SAGINAW
9134 S08-73101-1 I-675 NB HS 205 = 296' Main 332 BITUMINOUS 3 - 56.76' 16' -19' -Appr 000 4 - 75.8' L 75.1' R
19714'' L3'' R
2ND ST & WEADOCK AVEIN SAGINAW
9135 S08-73101-2 I-675 SB HS 205 = 308' Main 332 BITUMINOUS 3 - 58.73' 16' -19' -Appr 000 4 - 75.8' L 75.1' R
19714'' L3'' R
2ND ST & WEADOCK AVEIN SAGINAW
9136 S09-73101 I-675 HS 203 = 116' Main 332 MONO CONC 4 - 85.3'14' -3 - 55.8' R
19718'' R
WARREN AVEIN SAGINAW
9137 S11-73101-1 I-675 NB HS 20+Mod3 = 197' Main 382 MONO CONC 2 - 43.3'15' -3 - 41.3' R
197120090'' R
MICHIGAN AVEIN SAGINAW
- 56 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Saginaw
9138 S11-73101-2 I-675 SB HS 20+Mod3 = 197' Main 382 LATEX CONC 2 - 39.7'15' -3 - 41.3' R
19712'' R
MICHIGAN AVEIN SAGINAW
9139 S12-73101-1 I-675 NB HS 20+Mod3 = 133' Main 332 LATEX CONC 3 - 55.2'15' -3 - 68' R
197120095'' R
WEISS STIN SAGINAW, AT N CTY LMTS
9140 S12-73101-2 I-675 SB HS 20+Mod3 = 133' Main 332 LATEX CONC 3 - 47.9'15' -3 - 68.9' R
19715'' R
WEISS STIN SAGINAW, AT N CTY LMTS
9141 S13-73101-1 I-675 NB HS 20+Mod3 = 150' Main 332 LATEX CONC 3 - 46.9'21' -2 - 42' R
19713'' R
SCHAEFER ST0.1 MI N OF SAGINAW
9142 S13-73101-2 I-675 SB HS 20+Mod3 = 151' Main 332 LATEX CONC 2 - 43.2'21' -2 - 36.7' R
197120094'' R
SCHAEFER ST0.1 MI N OF SAGINAW
9143 S14-73101-1 I-675 NB HS 20+Mod3 = 152' Main 332 LATEX CONC 2 - 39.2'14' -2 - 82' R
19718'' R
SHATTUCK RD0.6 MI N OF SAGINAW
9144 S14-73101-2 I-675 SB HS 20+Mod3 = 152' Main 332 LATEX CONC 2 - 41.7'16' -2 - 79.7' R
197120090'' R
SHATTUCK RD0.6 MI N OF SAGINAW
9145 S15-73101 TITTABAWASSEE RD H 202 = 240' Main 482 LATEX CONC 7 - 94.5' 14' -14' -6 - 86.3' L 86.9' R
19716'' L7'' R
I-6752.6 MI N OF SAGINAW
9146 S16-73101 MICHIGAN RD H 154 = 314' Main 382 MONO CONC 2 - 38.5' 15' -14' -4 - 87.9' L 87.9' R
19710'' L9'' R
I-6751.0 MI S OF I-75
9147 S17-73101 I-675 SB HS 20+Mod3 = 306' Main 482 MONO CONC 2 - 43.2'14' -2 - 86' R
197120099'' R
KOCHVILLE RD0.5 MI S OF I-75
9148 S18-73101 I-675 NB HS 204 = 352' Main 382 MONO CONC 2 - 43.2' 17' -16' -6 - 89.9' L 90.9' R
19712009
5'' L7'' R
I-75N JCT I-75
9149 S19-73101 MCCARTY RD H 152 = 240' Main 482 LATEX CONC 2 - 38.5' 14' -14' -4 - 83' L 83' R
19715'' L3'' R
I-6751.6 MI N OF SAGINAW
9150 S23-73101 I-675 NB HS 20+Mod3 = 306' Main 482 MONO CONC 2 - 50.5' 17' -16' -2 - 90.9' R
19712009
0'' L5'' R
KOCHVILLE RD0.5 MI S OF I-75
9151 S24-73101 I-675 S RP TO I-75 HS 206 = 379' Main 332 LATEX CONC 1 - 23' 17' -15' -7 - 59.1' L 59.1' R
19716'' L9'' R
I-675 & I-75@ N JCT I-75
9152 S25-73101 I-675 S RP TO I-75 HS 204 = 377' Main 382 MONO CONC 1 - 27' 17' -16' -6 - 90.2' L 90.6' R
19712009
0'' L3'' R
I-75@ N JCT I-75
9153 X01-73101 CSX RR Railroad2 = 178' Main 352 OTHERC 14' -14' -Appr 000 6 - 78.7' L 64' R
19717'' L10'' R
I-675IN SAGINAW
9154 C01-73111 I-75 OTHER2 = 19' Main 119 NA 4 -Appr 000
1961KOLLER DRAIN0.8 MI SOUTH OF M-13
- 57 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Saginaw
9155 R01-73111 I-75 HS 203 = 140' Main 332 LATEX CONC 8 - 145.01'
19611974
CSX RR0.3 MI S OF M- 46
9156 R03-73111 I-75, US-10 HS 253 = 137' Main 506 MONO CONC 6 - 125' 19611999
CSX RR0.5 MI S OF M-81
9157 R04-73111 I-75, US-10 HS 203 = 135' Main 332 LATEX CONC 6 - 125' 19581977
CSX RR1.0 MI S OF M-13
9158 S01-73111 BAKER RD H 154 = 197' Main 332 LATEX CONC 2 - 29.86' 16' -16' -Appr 000 6 - 58.4' L 58.4' R
19619'' L3'' R
I-753.6 MI SE OF M-46
9159 S02-73111 KING RD H 154 = 206' Main 332 BITUMINOUS 2 - 25.92' 15' -16' - 6 - 55.8' L 58.7' R
196111'' L0'' R
I-752.6 MI SE OF M-46
9160 S03-73111 HESS RD H 154 = 194' Main 332 LATEX CONC 2 - 29.86' 16' -17' -Appr 000 6 - 57.4' L 57.4' R
19617'' L5'' R
I-750.8 MI S OF M-46
9161 S04-73111 M-46 HS 204 = 214' Main 332 LATEX CONC 6 - 89.9' 16' -16' -8 - 70.2' L 68.2' R
19610'' L1'' R
I-75@ M-46
9162 S05-73111 JANES RD H 154 = 216' Main 332 MONO CONC 2 - 29.86' 15' -16' -Appr 000 7 - 70.2' L 70.5' R
196111'' L0'' R
I-751.0 MI N OF M-46 & I-75 B
9163 S07-73111 WADSWORTH RD H 155 = 235' Main 332 BITUMINOUS 2 - 29.86' 16' -16' -Appr 000 7 - 60.7' L 58.1' R
19611971
2'' L1'' R
I-751.0 MI S OF M-81
9164 S08-73111 M-81,WASHINGTON ST HS 204 = 195' Main 505 MONO CONC 2 - 45.93' 16' -16' -Appr 000 6 - 60.4' L 59.1' R
19614'' L4'' R
I-75@ M-81
9166 B02-73112-1 I-75 NB HS 201 = 52' Main 332 LATEX CONC 3 - 59.06' 19601974
KOCHVILLE DRAIN1.0 MI S OF BAY CO LINE
9167 B02-73112-2 I-75 SB HS 201 = 52' Main 332 LATEX CONC 3 - 59' 19601974
KOCHVILLE DRAIN1.0 MI S OF BAY CO LINE
9168 B03-73112-1 I-75 NB HS 2525 = 8061' Main 606 LATEX CONC 4 - 72.18'20' -3 - 99.7' R
19800'' R
SAGINAW R, M13, GTWRRAT ZILWAUKEE
9169 B03-73112-2 I-75 SB HS 2526 = 8085' Main 606 LATEX CONC 4 - 72.18'20' -3 - 99.7' R
19840'' R
SAGINAW R, M-13, GTWRRAT ZILWAUKEE
9170 B03-73112-8 I-75 SB RAMP HS 254 = 648' Main 606 LATEX CONC 1 - 27.23' 1984LAND FOR RAISED RAMPAT ZILWAUKEE
9171 C01-73112 I-75 OTHER1 = 14' Main 119 NA 6 -Appr 000
1961SAGINAW-ZILWAUKEE DITCHKOCHVILLE ROAD OVERPASS
9172 S02-73112 KOCHVILLE RD H 202 = 250' Main 482 LATEX CONC 2 - 43.31' 16' -17' -8 - 75.5' L 75.5' R
198011'' L7'' R
I-751.7 MI NW OF M-13
- 58 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Saginaw
9173 S03-73112 CRANE RD H 154 = 212' Main 332 LATEX CONC 2 - 26' 16' -16' -6 - 68.2' L 66.9' R
19602006
8'' L6'' R
I-750.9 MI SE OF BAY CO LINE
9174 C01-73121 M-83 OTHER2 = 12' Main 119 NA 2 - 50.85'Appr 000
1938SILVER CREEK0.4 MI EAST OF I75
9175 C02-73121 M-83 OTHER2 = 12' Main 119 NA 2 -Appr 000
1938SILVER CREEK0.5 MI EAST OF I-75
9176 C03-73121 M-83 OTHER1 = 10' Main 119 NA 2 -Appr 000
1938SILVER CREEK0.9 MI EAST OF I-75
9177 B01-73131 M-83 H 201 = 66' Main 532 MONO CONC 2 - 43.96' 2009DEAD CREEK6.0 MI N OF GENESEE COL
9178 B02-73131 M-83 H 204 = 280' Main 302 LATEX CONC 4 - 58.07' 19431979
CASS RIVERIN FRANKENMUTH
9179 B03-73131 M-83 HS 20+Mod1 = 65' Main 332 EPOXY OVLY 2 - 43.96' 19411987
CHEBOYGANING CREEK0.1 MI S OF M-15
9180 C01-73131 M-83 OTHER1 = 16' Main 119 NA 2 -Appr 000
1938BIRCH RUN2.7 MI N GENESEE CO LINE
9181 C02-73131 M-83 OTHER1 = 16' Main 119 NA 2 -Appr 000
1938MOON DRAIN3.6 MI N GENESEE CO LINE
9182 C03-73131 M-83 OTHER1 = 14' Main 119 NA 2 -Appr 000
1938JORDAN DRAIN0.3 MI S OF GERA RR CROSS
9183 B01-73171-1 I-75 NB HS 251 = 45' Main 332 MONO CONC 3 - 61' 19612006
BIRCH RUN CREEK4.1 MI NW OF GENESEE COL
9184 B01-73171-2 I-75 SB HS 251 = 45' Main 332 MONO CONC 3 - 61' 19612006
BIRCH RUN CREEK4.1 MI NW OF GENESEE COL
9185 B02-73171-1 I-75 NB HS 254 = 280' Main 482 MONO CONC 4 - 69.2'
19612006
CASS RIVER10.0 MI NW OF GENESEE CO
9186 B02-73171-2 I-75 SB HS 254 = 280' Main 482 MONO CONC 3 - 69.2' 19612006
CASS RIVER10.0 MI NW OF GENESEE CO
9187 C01-73171 I-75 OTHER1 = 12' Main 119 NA 6 -Appr 000
1961SILVER CREEK0.1 MI NORTH OF M-83
9188 C02-73171 I-75 OTHER2 = 16' Main 119 NA 6 -Appr 000
19611977
NO NAME0.1 MI S OF RIVERVIEW DR.
9189 R01-73171-1 I-75 NB HS 203 = 231' Main 506 MONO CONC 3 - 72.83' 19581998
CSX RR0.5 MI N OF GENESEE COL
- 59 -
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*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Saginaw
9190 R01-73171-2 I-75 SB HS 203 = 231' Main 506 MONO CONC 4 - 72.83'
19581998
CSX RR0.5 MI N OF GENESEE COL
9191 S01-73171 E BURT RD H 154 = 202' Main 332 LATEX CONC 2 - 30' 16' -16' -Appr 000 6 - 67.6' L 67.6' R
19588'' L7'' R
I-751.0 MI N OF GENESEE COL
9192 S02-73171 M-54 & M-83 HS 254 = 300' Main 204 LATEX CONC 5 - 63.98' 17' -17' -6 - 67.6' L 67.6' R
19583'' L3'' R
I-75@ M-54 & M-83(BIRCH RUN R
9193 S03-73171 MAPLE RD H 204 = 343' Main 382 LATEX CONC 2 - 31.2' 17' -16' -6 - 66.9' L 67.3' R
19612006
0'' L10'' R
I-753.5 MI NW OF GENESEE COL
9194 S04-73171 BUSCH RD H 154 = 299' Main 382 LATEX CONC 2 - 27.23' 16' -16' -Appr 000 6 - 68.4' L 69.6' R
196010'' L2'' R
I-755.8 MI NW OF GENESEE COL
9195 S05-73171 E TOWNLINE RD H 154 = 266' Main 382 LATEX CONC 2 - 29.5' 16' -16' -Appr 000 6 - 68.4' L 67.9' R
19611991
8'' L6'' R
I-757.0 MI NW OF GENESEE COL
9196 S06-73171 E CURTIS RD H 154 = 256' Main 332 LATEX CONC 2 - 27.5' 16' -16' -6 - 68.4' L 67.6' R
19611991
5'' L3'' R
I-758.3 MI NW OF GENESEE COL
9197 S07-73171 RIVERVIEW DRIVE H 154 = 220' Main 332 EPOXY OVLY 2 - 29.5' 16' -17' -6 - 68.3' L 66.9' R
19611985
4'' L6'' R
I-759.7 MI NW OF GENESEE COL
9198 S08-73171-1 I-75 NB HS 253 = 203' Main 382 LATEX CONC 5 - 77.5'14' - 5 - 67.9' R
196120063'' R
GENESEE AVE10.5 MI NW OF GENESEE CO
9199 S08-73171-2 I-75 SB HS 253 = 203' Main 382 NONE 4 - 69.2'14' - 5 - 67.9' R
196120062'' R
GENESEE AVE10.5 MI NW OF GENESEE CO
- 60 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Sanilac
9448 B01-74012 M-53 H 151 = 48' Main 532 INTEG CONC 2 - 44' 2006WHITE CREEK5.8 MI N OF M-46
9449 B02-74012 M-53 HS 203 = 135' Main 505 MONO CONC 2 - 47.57' 1977S BR CASS RIVER9.5 MI N OF M-46
9450 B03-74012 M-53 H 151 = 23' Main 104 BITUMINOUS 2 - 39.04' 19271939
GREENMAN CREEK5.8 MI S OF HURON CO LINE
9451 B04-74012 M-53 HS 251 = 75' Main 505 MONO CONC 2 - 40.35' 1985N BR CASS RIVER2.5 MI S OF HURON CO LINE
9452 C01-74012 M-53 OTHER1 = 10' Main 119 NA 2 - 1939SCHOOLHOUSE DRAIN1.3 MI NORTH OF HEMANS
9453 C02-74012 M-53 OTHER1 = 16' Main 119 NA 2 - 1939WENTWORTH-HOLCOMB DRAIN3.4 MI NORTH OF HEMANS
9454 B01-74022 M-90 H 151 = 24' Main 119 NA 2 - 23.95' 2000SPRING CREEK0.7 MI E OF M-19
9455 B02-74022 M-90 HS 201 = 30' Main 302 MONO CONC 2 - 31.82' 1961POTTS DRAIN2.2 MI E OF M-19
9456 B03-74022 M-90 H 151 = 30' Main 119 INTEG CONC 2 - 44' 2006W BR MILLS CREEK6.8 MI E OF M-19
9457 B04-74022 M-90 H 151 = 23' Main 119 BITUMINOUS 2 - 23.95' 2000E BR MILLS CREEK7.5 MI E OF M-19
9458 B05-74022 M-90 H 151 = 24' Main 101 BITUMINOUS 2 - 34.78' 1940MILLS CREEK5.0 MI W OF US-25
9459 B06-74022 M-90 HS 203 = 199' Main 302 BITUMINOUS 2 - 38.06' 1948BLACK RIVER4.7 MI W US-25 IN CROSWEL
9460 C01-74022 M-90 OTHER1 = 10' Main 119 NA 2 - 1939MILLS CREEK2.2 MI WEST OF LEXINGTON
9461 C01-74023 M-90 OTHER1 = 16' Main 119 NA 2 - 1939LAPEER-SANILAC DRAIN0.6 MI EAST OF BROWN CITY
9462 C02-74023 M-90 OTHER1 = 14' Main 119 NA 2 - 1939WITMER EXT. #21MI EAST OF BROWN CITY
9463 C03-74023 M-90 OTHER1 = 18' Main 119 NA 2 - 1939ELK CREEK3.2 MI EAST OF BROWN CITY
9464 C04-74023 M-90 OTHER1 = 14' Main 119 NA 2 - 1939MAPLE VALLEY SPEAKER DRN6.3 MI EAST OF BROWN CITY
- 61 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Sanilac
9465 B01-74031 M-19 H 151 = 85' Main 505 BITUMINOUS 2 - 44' 2000ELK CREEK6.1 MI S OF M-46
9466 B02-74031 M-19 H 151 = 27' Main 101 BITUMINOUS 2 - 30' 2000BR OF ELK CREEK5.9 MI S OF M-46
9467 C01-74031 M-19 OTHER1 = 10' Main 119 NA 2 - 1930BR OF MULANEY CREEK3.4 MI N ST CLAIR CO LINE
9468 C02-74031 M-19 HS 251 = 22' Main 119 NA 2 - 40.03' 2002HALE CREEKWATERTOWN TWP SEC 28 & 29
9469 C03-74031 M-19 OTHER1 = 16' Main 119 NA 2 - 1930BEALS CREEK3.6 MI SOUTH OF SANDUSKY
9470 B01-74032 M-19 H 201 = 30' Main 119 BITUMINOUS 2 - 43.96' 2007BR CASS RIVER6.7 MI N OF M-46
9471 B02-74032 M-19 HS 201 = 35' Main 104 BITUMINOUS 2 - 37.73' 1952MI BR CASS RIVER7.8 MI N OF M-46
9472 B03-74032 M-19 HS 201 = 35' Main 104 BITUMINOUS 2 - 37.73' 1952BR CASS RIVER8.1 MI N OF M-46
9473 B04-74032 M-19 HS 201 = 40' Main 505 MONO CONC 2 - 37.73' 1957S FORK CASS RIVER2.2 MI S OF HURON CO LINE
9474 C01-74032 M-19 OTHER1 = 16' Main 119 NA 2 - 1939INGALLS BRANCHES1.2 MI NORTH OF ARGYLE
9475 C02-74032 M-19 OTHER1 = 12' Main 119 NA 2 - 1939EVERGREEN & AUSTIN DRAIN3.6 MI NORTH OF ARGYLE
9476 B01-74061 M-46 H 151 = 27' Main 104 INTEG CONC 2 - 41.99' 19321982
N BRANCH WHITE CREEK2.2 MI E OF TUSCOLA COL
9477 B02-74061 M-46 HS 253 = 135' Main 532 MONO CONC 2 - 58.07'
2007S BR CASS RIVER2.0 MI W OF M-19
9478 B01-74062 M-46 HS 201 = 75' Main 332 BITUMINOUS 2 - 37.73' 1947BLACK RIVER5.6 MI E OF M-19
9479 C01-74062 M-46 OTHER1 = 12' Main 119 NA 2 - 1947MID BR OF CASS RIVER3.2 MI WEST OF SANDUSKY
9480 C02-74062 M-46 OTHER1 = 12' Main 119 NA 2 - 1947BR OF DWIGHT CREEK1.2 MI WEST OF SANDUSKY
9481 B01-74071 M-25 H 151 = 31' Main 104 LATEX CONC 2 - 35.76' 1930MILL CREEK3.5 MI S OF M-90
- 62 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Sanilac
9482 C01-74071 M-25 OTHER1 = 10' Main 119 NA 2 - 1930HOLLISTE CREEK5.3 MI SOUTH OF LEXINGTON
9483 C02-74071 M-25 OTHER1 = 10' Main 119 NA 2 - 1930NO NAME4.8 MI SOUTH OF LEXINGTON
9484 C01-74072 M-25 OTHER2 = 14' Main 119 NA 2 - 1964NO NAME6.3 MI S OF PORT SANILAC
9485 C02-74072 M-25 OTHER1 = 10' Main 119 NA 2 - 19391964
MC KENSIE CREEK2.5 MI S OF PORT SANILAC
9486 C03-74072 M-25 OTHER1 = 10' Main 119 NA 2 - 1938TWIN HILL CREEK1.6 MI S OF PORT SANILAC
9487 C04-74072 M-25 OTHER1 = 10' Main 119 NA 2 - 19381964
NO NAME8.3 MI S OF PORT SANILAC
9489 B01-74073 M-25 H 152 = 25' Main 119 BITUMINOUS 2 - 37.73' 1942CARMODY CREEK3.1 MI N OF M-46
9490 B02-74073 M-25 H 151 = 31' Main 104 BITUMINOUS 2 - 35.76' 1939SHERMAN CREEK4.1 MI N OF M-46
9491 B03-74073 M-25 H 151 = 35' Main 104 BITUMINOUS 2 - 37.73' 1934FORESTER CREEK4.9 MI N OF M-46
9492 B04-74073 M-25 HS 251 = 34' Main 505 MONO CONC 2 - 43.96' 19341992
CHERRY CREEK6.3 MI N OF M46
9493 B05-74073 M-25 H 151 = 45' Main 505 MONO CONC 2 - 43.96' 19341992
BIG CREEK7.6 MI N OF M46
9494 B06-74073 M-25 H 152 = 23' Main 119 MONO CONC 2 - 34.78' 1948(NO NAME)CREEK10.3 MI N OF M-46
9495 B07-74073 M-25 HS 203 = 135' Main 302 EPOXY OVLY 2 - 38' 1949INDIAN CREEK11.0 MI N OF M-46
9496 C01-74073 M-25 HS 151 = 18' Main 319 NA 2 - 1900LIENS CREEK0.4 MI N OF PORT SANILAC
9497 C02-74073 M-25 HS 201 = 10' Main 119 NA 2 - 1940CRAWFORD CREEK1.8 MI N OF PORT SANILAC
9498 C03-74073 M-25 HS 201 = 10' Main 119 NA 2 - 1940NO NAME2.6 MI N OF PORT SANILAC
9499 C04-74073 M-25 HS 201 = 10' Main 119 NA 2 - 1940NO NAME1.4 MI S OF FORESTER
- 63 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Sanilac
9500 C05-74073 M-25 HS 201 = 10' Main 119 NA 2 - 1940BRIDGEHAMPTON RIVERN LIMITS OF FORESTER
9501 C06-74073 M-25 HS 202 = 16' Main 119 NA 2 - 1940NO NAME0.7 MI NORTH OF FORESTER
9502 C07-74073 M-25 HS 201 = 10' Main 119 NA 2 - 1940NO NAME1.9 MI NORTH OF FORESTER
9503 C08-74073 M-25 HS 201 = 14' Main 119 NA 2 - 1940NO NAME2.4 MI NORTH OF FORESTER
9504 C09-74073 M-25 HS 202 = 16' Main 119 NA 2 - 19401956
NO NAME1.5 MI S OF RICHMONDVILLE
9505 C10-74073 M-25 HS 201 = 10' Main 119 NA 2 - 1940NO NAME0.8 MI S OF RICHMONDVILLE
9506 C11-74073 M-25 HS 201 = 12' Main 119 NA 2 - 19401948
NO NAME0.5 MI S OF RICHMONDVILLE
9507 C12-74073 M-25 HS 202 = 16' Main 119 NA 2 - 1934NO NAME1.3 MI N OF RICHMONDVILLE
9508 C13-74073 M-25 HS 202 = 16' Main 119 NA 2 - 1934BIG GULLY CREEK2.1 MI N OF RICHMONDVILLE
9509 C14-74073 M-25 HS 202 = 16' Main 119 NA 2 - 1934ELK CREEK3.4 MI S OF FORESTVILLE
9510 C15-74073 M-25 HS 202 = 16' Main 119 NA 2 - 1934MARTELL2.3 MI S OF FORESTVILLE
9511 C16-74073 M-25 HS 202 = 20' Main 119 NA 2 - 1934BENHKE CREEK1.3 MI S OF FORESTVILLE
9512 C17-74073 M-25 HS 202 = 12' Main 119 NA 2 - 1934NO NAME0.5 MI S OF FORESTVILLE
9513 C18-74073 M-25 HS 202 = 18' Main 119 NA 2 - 1934MILL CREEKIN FORESTVILLE
9514 C19-74073 M-25 HS 202 = 12' Main 119 NA 2 - 1934NO NAME0.4 MI N OF FORESTVILLE
9515 C20-74073 M-25 HS 202 = 16' Main 119 NA 2 - 1934WANKE CREEK1.5 MI N OF FORESTVILLE
9516 C21-74073 M-25 HS 202 = 16' Main 119 NA 2 - 1934COUNTYLINE CREEK.25 MI S OF HURON CO LINE
- 64 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Sanilac
9517 C01-74081 M-81 OTHER1 = 10' Main 119 NA 2 - 1900WAIT DRAINAT TUSCOLA COUNTY LINE
- 65 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Tuscola
10397 B01-79011 M-138 HS 201 = 40' Main 332 MONO CONC 2 - 41'
1968NO NAME DRAIN1.0 MI E OF BAY CO LINE
10398 B02-79011 M-138 HS 201 = 40' Main 332 EPOXY OVLY 2 - 41.34' 1969NORTHWEST DRAIN2.2 MI W OF FAIRGROVE
10399 B03-79011 M-138 HS 201 = 40' Main 332 MONO CONC 2 - 41' 1969NORTHWEST DRAIN1.0 MI W OF FAIRGROVE
10400 B04-79011 M-138 HS 201 = 40' Main 332 MONO CONC 2 - 41'
1968ALLEN DRAINW LTS OF AKRON
10401 B05-79011 M-138 HS 251 = 34' Main 505 BITUMINOUS 2 - 31' 1983WISCOGGIN CREEK4.5 MI S OF M-25
10402 B06-79011 M-138 HS 201 = 35' Main 505 BITUMINOUS 2 - 30' 1983BACH CREEK16 MI S OF M-25
10403 B07-79011 M-138 HS 251 = 60' Main 532 EPOXY OVLY 2 - 47.9' 1983WISCOGGIN CREEK0.6 MI S OF M-25
10404 C01-79011 M-138 OTHER1 = 17' Main 319 NA 2 - 1983GIBSON DRAINON BAY COUNTY LINE
10405 C03-79011 M-138 OTHER1 = 12' Main 319 NA 2 - 1983GILBERT BR WISCOGGIN DRN2.0 MI EAST OF AKRON
10406 C04-79011 M-138 HS 201 = 19' Main 119 BITUMINOUS 2 - 31' 1984GILBERT BR WISCOGGIN DRN3.0 MI EAST OF AKRON
10407 C05-79011 M-138 OTHER1 = 10' Main 119 NA 2 - 1968KAVAN DRAIN2.1 MI S. OF UNIONVILLE
10408 B01-79031 M-15 HS 251 = 49' Main 506 MONO CONC 2 - 43' 2000GOODINGS CREEK9.5 MI NW OF GENESEE COL
10409 C01-79031 M-15 OTHER1 = 16' Main 119 NA 2 - 1931MILLINGTON CREEK0.3 MI N LIGHT IN MLLGTON
10410 B01-79032 M-15 H 203 = 165' Main 302 EPOXY OVLY 4 - 43.96' 1938CASS RIVERIN VASSAR
10411 B02-79032 M-15 H 151 = 27' Main 104 BITUMINOUS 2 - 39.04' 1929SHEBOYGAN DRAIN0.6 MI SE OF SAGINAW COL
10412 B03-79032 M-15 H 151 = 31' Main 104 BITUMINOUS 2 - 46' 1929CHEBOYGANING CREEK@ SAGINAW COUNTY LINE
10413 B01-79041 M-46 HS 203 = 165' Main 332 EPOXY OVLY 2 - 43.96' 19341979
CASS RIVER5.5 MI W OF M-24
- 66 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Tuscola
10414 B02-79041 M-46 H 151 = 27' Main 104 MONO CONC 2 - 41.01' 1939HOUGHTON CREEK5.1 MI W OF M-24
10415 C01-79041 M-46 OTHER1 = 10' Main 119 NA 2 - 1939RO SCH COUNTY DRAIN0.1 MI E OF SAGINAW COL
10416 C02-79041 M-46 OTHER1 = 17' Main 119 NA 2 - 1939CHEBOYGAN & BRANCHES DRN0.3 MI WEST OF RICHVILLE
10417 C03-79041 M-46 OTHER1 = 10' Main 119 NA 2 - 1939TINGLON COUNTY DRAIN1.2 MI EAST OF RICHVILLE
10418 C04-79041 M-46 OTHER1 = 15' Main 119 NA 2 - 1939RICHVILLE COUNTY DRAIN1.6 MI EAST OF RICHVILLE
10419 C05-79041 M-46 OTHER1 = 14' Main 119 NA 2 - 1939RICHVILLE COUNTY DRAIN2.2 MI EAST OF RICHVILLE
10420 C06-79041 M-46 OTHER1 = 14' Main 119 NA 2 - 1939BR. RICHVILLE COUNTY DR.2.5 MI EAST OF RICHVILLE
10421 C07-79041 M-46 OTHER1 = 10' Main 119 NA 2 - 1939S. BR. HAINES DRAIN2.7 MI EAST OF RICHVILLE
10422 C08-79041 M-46 OTHER1 = 12' Main 119 NA 2 - 1986MOORE & MARTIN COUNTY DR6.3 MI EAST OF RICHVILLE
10423 C09-79041 M-46 OTHER1 = 12' Main 119 NA 2 - 1964O'BRIEN CREEK9.9 MI EAST OF RICHVILLE
12990 C10-79041 M-46 H 151 = 12' Main 119 MONO CONC 2 -
1994SCOTT DRAIN1.3 W OF M-24
10424 B01-79042 M-46 H 151 = 35' Main 104 MONO CONC 2 - 39.37' 19311988
SUCKER CREEK2.8 MI E OF M-24
10425 B02-79042 M-46 H 203 = 70' Main 201 MONO CONC 2 - 44' 19311988
SUCKER CREEK6.9 MI E OF M-24
10426 C01-79042 M-46 HS 202 = 16' Main 119 NA 2 - 1931ALDER CREEK DRAIN0.1 MI W OF LT KINGSTON
10427 C02-79042 M-46 HS 203 = 27' Main 319 NA 2 - 1966WHITE CREEK #22.8 MI EAST OF KINGSTON
10428 B01-79051 M-24 H 207 = 420' Main 302 MONO CONC 2 - 35.1' 19411989
CASS RIVER0.6 MI S OF M-81 IN CARO
10429 C01-79051 M-24 OTHER1 = 12' Main 119 NA 2 - 1941COX DRAININ MAYVILLE
- 67 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Tuscola
10430 C02-79051 M-24 OTHER2 = 18' Main 119 NA 2 - 1941KREGER DRAIN2.0 MI NW OF MAYVILLE LTS
10431 C03-79051 M-24 OTHER2 = 19' Main 119 NA 2 - 1941KREGER DRAIN2.5 MI NW OF MAYVILLE LTS
13261 C01-79052 M-24 HS 2014' Main 119 NA 2 -Appr 000
1995PRIN DRAINALMER TWP SEC 28
13262 C03-79052 M-24 HS 2016' Main 119 NA 2 -Appr 000
1995WISCOGGIN DRAINJUST EAST OF GRAF RD
10432 C01-79061 M-81 OTHER1 = 14' Main 119 NA 2 - 1939NORTHWEST DRAIN2.4 MI EAST OF REESE
10433 C02-79061 M-81 OTHER1 = 12' Main 119 NA 2 - 1939HOBART DRAIN2.7 MI W OF WATROUSVILLE
10434 C03-79061 M-81 OTHER1 = 14' Main 119 NA 2 - 1939O'BRIEN DRAIN2.0 MI W OF WATROUSVILLE
10435 B01-79062 M-81 H 151 = 26' Main 119 BITUMINOUS 2 - 56' 2007MARSH DRAIN3.7 MI W OF SANILAC COL
10436 B02-79062 M-81 HS 201 = 75' Main 505 LATEX CONC 2 - 46.5' 1977N BRANCH CASS RIVER1.1 MI W OF SANILAC COL
10437 C01-79062 M-81 OTHER1 = 10' Main 119 NA 2 - 1939FARMER DRAIN8.6 MI W OF CASS CITY
10438 C02-79062 M-81 OTHER1 = 11' Main 119 NA 2 - 1939CEDAR RUN DRAIN4.4 MI WEST OF CASS CITY
10439 B01-79081 M-25 HS 202 = 120' Main 332 MONO CONC 2 - 35.1'
19311965
QUANICASSEE RIVER0.8 MI E OF BAY CO LINE
10440 B02-79081 M-25 H 151 = 32' Main 104 BITUMINOUS 2 - 43.96' 19321985
(NO NAME) DRAIN5.3 MI NE OF BAY CO LINE
10441 B03-79081 M-25 HS 251 = 28' Main 532 MONO CONC 2 - 59.71' 1985WISNER DRAIN6.5 MI NE OF BAY CO LINE
10442 B04-79081 M-25 HS 251 = 38' Main 532 EPOXY OVLY 2 - 43.96' 1985ALLEN DRAIN7.5 MI NE OF BAY COL
10443 B05-79081 M-25 HS 251 = 27' Main 506 MONO CONC 2 - 43.96' 1985AKRON DRAIN4.1 MI SW OF HURON COL
10444 B06-79081 M-25 H 201 = 85' Main 532 INTEG CONC 2 - 43.96' 2006WISCOGGIN CREEK0.1 MI S OF HURON CO LINE
- 68 -
*********************************************************************************************************************************************************************************************************************************************************
*********************************************************************************************************************************************************************************************************************************************************
STRUCTURE IDSTR NUM FACILITY CARRIED
FEATURE INTERSECTEDAND LOCATION
NO. SPANS = TOT. LENGTH
STR TYPE
WEARINGSURFACE
DESIGN LOAD
YR BUILT/ RECON
LNS ON - RD WIDTH LNS UN - HORIZ CLR
VERT CLEAR
**************Tuscola
10445 C01-79081 M-25 OTHER1 = 16' Main 119 NA 2 - 1985WALKER-HAYNES DRAIN2.2 MI NE OF WISNER
10446 C02-79081 M-25 OTHER1 = 12' Main 119 NA 2 - 1900TUTTLE DRAIN2.0 MI WEST OF UNIONVILLE
10447 C03-79081 M-25 OTHER1 = 10' Main 119 NA 2 - 1900AINSWORTH DRAIN1.0 MI WEST OF UNIONVILLE
- 69 -