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Page 1: Michigan dot standard_plan_distribution
Page 2: Michigan dot standard_plan_distribution
Page 3: Michigan dot standard_plan_distribution
Page 4: Michigan dot standard_plan_distribution
Page 5: Michigan dot standard_plan_distribution

Index to Road Standard Plans

September 10, 2010

STANDARD PLAN

NUMBER

NUMBER OF

SHEETS TITLE

F.H.W.A. APPROVAL DATE

OR * SPECIAL DETAIL

R-1-E 5 DRAINAGE STRUCTURES 9-16-2009 R-2-D 4 MANHOLE BASE TYPE 1 9-14-2001 R-3-B 2 PRECAST MANHOLE TEES 12-21-2001 R-4-D 3 MANHOLE BASE TYPE 2 9-14-2001 R-7-E 2 COVER B 11-17-2005 R-8-C 3 COVER C 10-27-2004

R-8X-C 3 COVER CX 10-27-2004 R-9-C 2 COVER D 10-27-2004

R-9X-D 2 COVER DX 10-27-2004 R-10-C 1 COVER E 10-27-2004 R-11-D 2 MONUMENT BOXES 6-15-2006 R-12-D 1 COVER G 10-27-2004 R-14-C 2 COVER J 10-27-2004 R-15-E 3 COVER K 9-16-2009 R-18-E 2 COVER Q 4-26-2007 R-19-B 1 SEWER TRAP 9-14-2001 R-20-C 2 COVER R 10-27-2004

R-20X-C 2 COVER RX 10-27-2004 R-22-D 3 COVER V 10-21-2008 R-23-C 2 COVER W 10-27-2004 R-24-C 2 COVER VG 10-27-2004

R-27-E 2 BRIDGE APPROACH CURB & GUTTER (USING EXISTING CATCH BASIN) 4-26-2007

R-28-G 7 SIDEWALK RAMP AND DETECTABLE WARNING DETAILS 9-10-2010

R-29-G 4 DRIVEWAY OPENINGS & APPROACHES, AND CONCRETE SIDEWALK 9-10-2010

R-30-E 2 CONCRETE CURB AND CONCRETE CURB & GUTTER 10-27-2004 R-31-E 2 INTEGRAL CURB AND INTEGRAL CURB & GUTTER 9-10-2010

* SPECIAL DETAILS WILL BE INCLUDED IN THE CONSTRUCTION PLANS

Page 6: Michigan dot standard_plan_distribution
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Index to Road Standard Plans

September 10, 2010

STANDARD PLAN

NUMBER

NUMBER OF

SHEETS TITLE

F.H.W.A. APPROVAL DATE

OR * SPECIAL DETAIL

R-32-E 6 APPROACH CURB & GUTTER DOWNSPOUTS (FOR BRIDGE APPROACH CURB AND GUTTER) 10-27-2004

R-33-F 2 CONCRETE VALLEY GUTTER AND URBAN FREEWAY CURB 10-21-2008

R-35-C 2 CONCRETE SHOULDER GUTTER AND SPILLWAY 9-14-2001 R-37-B 2 ISOLATION JOINT DETAILS 9-10-2010 R-38-B 2 CONCRETE DIVIDER 9-14-2001

R-39-I 4 TRANSVERSE PAVEMENT JOINTS (PLAIN CONCRETE PAVEMENT) 9-10-2010

R-40-H 4 LOAD TRANSFER ASSEMBLIES FOR TRANSVERSE JOINTS 9-10-2010

R-41-F 2 LONGITUDINAL PAVEMENT JOINTS 9-10-2010

R-42-E 6 TYPICAL JOINT LAYOUTS FOR CONCRETE PAVEMENT 9-16-2009

R-43-H 2 LOCATION OF TRANSVERSE JOINTS IN PLAIN CONCRETE PAVEMENT 9-10-2010

R-44-F 6 CONCRETE PAVEMENT REPAIR 9-10-2010

R-45-H 2 PAVEMENT REINFORCEMENT FOR BRIDGE APPROACH 9-10-2010

R-46-D 2 PAVED AND COBBLE DITCHES, & DRAINAGE TREATMENT DETAILS 9-10-2010

R-49-F 6 CONCRETE BARRIER 6-15-2006

R-50-E 3 LIGHT STANDARD FOUNDATION (CONCRETE BARRIER, DOUBLE FACE) 11-14-2003

R-51-D 3 SIGN TRUSS FOUNDATION (CONCRETE BARRIER, DOUBLE FACE) 11-14-2003

R-52-E 6 TEMPORARY CONCRETE BARRIER 10-27-2004 R-54-G 4 CONCRETE BARRIER, SINGLE FACE 10-21-2008 R-55-G 4 FILLER WALLS AT BRIDGE PIER COLUMNS 9-10-2010 R-56-D 6 GUARDRAIL MEDIAN OBJECT PROTECTION 11-17-2005 R-59-E 6 GUARDRAIL AT BRIDGES AND EMBANKMENTS 11-14-2003

* SPECIAL DETAILS WILL BE INCLUDED IN THE CONSTRUCTION PLANS

Page 8: Michigan dot standard_plan_distribution
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Index to Road Standard Plans

September 10, 2010

STANDARD PLAN

NUMBER

NUMBER OF

SHEETS TITLE

F.H.W.A. APPROVAL DATE

OR * SPECIAL DETAIL

R-60-H 10 GUARDRAIL, TYPES A, B, BD, T, & TD 9-16-2009 R-61-G 14 GUARDRAIL APPROACH TERMINAL TYPES 1B & 1T 10-21-2008 R-62-G 9 GUARDRAIL APPROACH TERMINAL TYPES 2B & 2T 10-21-2008 R-63-B 16 GUARDRAIL APPROACH TERMINAL TYPE 3 10-27-2004 R-66-D 2 GUARDRAIL DEPARTING TERMINAL TYPES B & T 12-21-2001 R-67-F 7 GUARDRAIL ANCHORAGE, BRIDGE, DETAILS 6-15-2006 R-70-C 10 LOW TENSION 3-CABLE BARRIER 4-26-2007 R-71-B 1 GUARDRAIL ANCHORAGE, MEDIAN 12-21-2001 R-72-C 4 W-BEAM BACKED GUARDRAIL INSTALLATIONS 12-21-2001

R-73-E 4 GUARDRAIL OVER LOW-FILL BOX OR SLAB CULVERTS 6-15-2006

R-74-D 2 BUMPER & PARKING RAILS, AND MISC. WOOD POSTS 9-14-2001

R-76-D 2 CONCRETE GLARE SCREEN 9-14-2001

R-80-D 8 GRANULAR BLANKET, UNDERDRAINS, OUTLET ENDINGS FOR UNDERDRAINS, AND SEWER BULKHEADS

4-26-2007

R-82-D 2 BEDDING AND FILLING AROUND PIPE CULVERTS 11-14-2003 R-83-B 3 UTILITY TRENCHES 9-14-2001 R-85-D 2 OUTLET HEADWALLS 11-17-2005

R-86-D 2 PRECAST CONCRETE END SECTION FOR PIPE CULVERT 11-17-2005

R-88-D 4 STEEL END SECTION 11-17-2005 R-92-C 6 STEEL GRATES FOR END SECTIONS 9-14-2001 R-95-F 7 CULVERT SLOPED END SECTIONS 11-17-2005

R-96-E 6 SOIL EROSION & SEDIMENTATION CONTROL MEASURES 9-10-2010

R-97-C 4 HIGH TENSILE EIGHT WIRE FENCE 9-14-2001 R-98-B 2 CHAIN LINK FENCE (USING TENSION WIRE) 9-14-2001

* R-99-B CHAIN LINK FENCE WITH WIRE ROPE SPECIAL DETAIL R-100-F 4 SEEDING AND TREE PLANTING 9-10-2010

* SPECIAL DETAILS WILL BE INCLUDED IN THE CONSTRUCTION PLANS

Page 10: Michigan dot standard_plan_distribution
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Index to Road Standard Plans

September 10, 2010

STANDARD PLAN

NUMBER

NUMBER OF

SHEETS TITLE

F.H.W.A. APPROVAL DATE

OR * SPECIAL DETAIL

R-101-B 3 WOVEN WIRE FENCE 9-14-2001

R-102-B 1 INSTALLATION OF WOVEN WIRE FENCE (AT STRUCTURES) 9-14-2001

R-103-C 7 TREATMENT OF PEAT MARSHES 10-21-2008 R-105-D 6 GRADING CROSS-SECTIONS 11-14-2003 R-107-H 7 SUPERELEVATION AND PAVEMENT CROWNS 9-10-2010 R-112-G 8 SHOULDER AND CENTER LINE CORRUGATIONS 9-10-2010

R-113-C 2 TEMPORARY CROSSOVERS FOR DIVIDED ROADWAYS 10-27-2004

R-115-D 2 REMOVAL DETAILS FOR SITE CLEARANCE AREAS 9-14-2001 R-121-B 4 TRACK CROSSINGS 9-14-2001 R-122-C 2 RAILROAD CROSSING SIGNALS 9-16-2009 R-126-H 4 PLACEMENT OF TEMPORARY CONCRETE BARRIER 9-16-2009 R-127-E 7 DELINEATOR INSTALLATIONS 9-16-2009

* SPECIAL DETAILS WILL BE INCLUDED IN THE CONSTRUCTION PLANS

Note: Former Standard Plans IV-87, IV-89, IV-90, and IV-91 Series, used for building cast-in-place concrete headwalls for elliptical and circular pipe culverts, are now being replaced with plans that detail each specific size. The Municipal Utilities Unit will provide special details for inclusion in construction plans for MDOT projects. To assure prompt delivery, request must be made in advance. Contact Steve Urda 517-373-0745.

Former Standard Plans IV-93 and IV-94 series are being replaced with precast concrete slab & box culverts, as per a frequently used special provision (for slab culverts) and the 2003 Standard Specifications for Construction (for box culverts).

Page 12: Michigan dot standard_plan_distribution
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Index to Bridge Standard Plans

September 10, 2010

STANDARD PLAN

NUMBER

NUMBER OF

SHEETS TITLE

F.H.W.A. APPROVAL DATE

OR * SPECIAL DETAIL

B-17-D 1 BRIDGE BARRIER RAILING, TYPE 4 10-21-2008 B-20-D 1 BRIDGE BARRIER RAILING, TYPE 5 10-21-2008 B-2I-H 4 BRIDGE RAILING, 2 TUBE 10-21-2008

B-22-D 4 BRIDGE RAILING, THRIE BEAM RETROFIT (R4 TYPE BRIDGE RAILING) 10-21-2008

B-23-D 4 BRIDGE RAILING, THRIE BEAM RETROFIT (OPEN PARAPET TYPE BRIDGE RAILING) 11-17-2005

B-25-F 6 BRIDGE RAILING, AESTHETIC PARAPET TUBE 10-21-2008 B-26-C 8 BRIDGE RAILING, 4 TUBE 10-21-2008

B-32-C 2 FENCING FOR PEDESTRIAN STRUCTURE EXISTING OPEN PARAPET 9-29-2003

B-33-C 2 FENCING FOR PEDESTRIAN STRUCTURE EXISTING METAL RAILING – R4 POST 9-29-2003

B-34-C 2 FENCING FOR PEDESTRIAN STRUCTURE EXISTING METAL RAILING – R5 OR R9 POST 9-29-2003

B-35-C 2 FENCING FOR PEDESTRIAN STRUCTURE EXISTING SOLID PARAPET 9-29-2003

B-37-C 2 FENCING FOR PEDESTRIAN STRUCTURE 2 OR 5 TUBE STEEL RAILING 9-29-2003

B-38-C 2 FENCING FOR PEDESTRIAN STRUCTURE EXISTING TYPE 4 & 5 BARRIER 9-29-2003

B-39-C 2 FENCING FOR PEDESTRIAN STRUCTURE NEW TYPE 4 & 5 BARRIER 9-29-2003

B-40-A 3 FENCING FOR BRIDGE RAILING, 4 TUBE 9-29-2003

B-41-C 3 FENCING FOR BRIDGE RAILING, AESTHETIC PARAPET TUBE 10-21-2008

B-101-E 2 DRAIN CASTING ASSEMBLY DETAILS 10-21-2008 B-102-C 2 STANDARD SLOPE PAVING DETAILS 11-26-2001

B-103-E 1 MOLDING, BEVEL, LIGHT STANDARD ANCHOR BOLT ASSEMBLY AND NAME PLATE DETAILS 10-21-2008

* SPECIAL DETAILS WILL BE INCLUDED IN THE CONSTRUCTION PLANS

Page 14: Michigan dot standard_plan_distribution
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Page 16: Michigan dot standard_plan_distribution

A

A

A

* LANDING

A

A

FULL CURB HEIGHT MAY BE

REDUCED TO ACCOMMODATE

MAXIMUM SIDE FLARE SLOPE

PERMANENT

OBSTRUCTION

SIDEWALK RAMP TYPE R

SIDEWALK RAMP TYPE F

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

ENGINEER OF DEVELOPMENT

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

ENGINEER OF DELIVERY

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

(ROLLED SIDES)

(FLARED SIDES, TWO RAMPS SHOWN)

B.L.T.

W.K.P. R-28-G7

SIDEWALK RAMP AND

DETECTABLE WARNING DETAILS

* LANDINGROLLED CURB

"NON-WALKING" AREA

1

24" DEEP DETECTABLE WARNING,

EXTENDING THE WIDTH OF THE

RAMP. (NEAREST EDGE AT THE

GRADE BREAK AT THE BACK OF

CURB.)

24" DEEP DETECTABLE WARNING,

EXTENDING THE WIDTH OF THE

RAMP. (NEAREST EDGE AT THE

GRADE BREAK AT THE BACK OF

CURB.)

7-26-2010

** MAXIMUM CROSS SLOPE ON RAMP IS THE SAME AS THAT FOR SIDEWALK (2.0%).

RUNNING SLOPE 5% - 7% (8.3% MAXIMUM) SEE NOTES.

* MAXIMUM LANDING SLOPE IN ANY DIRECTION IS 2.0%. MINIMUM LANDING

DIMENSIONS 5’ x 5’. SEE NOTES.

A

9-10-2010

Page 17: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

REINFORCEMENT AS IN

ADJACENT CURB & GUTTER

SECTION A-A

MAXIMUM SLOPE NOT

TO EXCEED 8.3%

PAVEMENT SHALL END FLUSH

WITH THE GUTTER PAN

SECTION THROUGH CURB CUT

PAVEMENT CURB & GUTTER

1" EXPANSION JOINT

RAMP * LANDING

1/2

" M

AX

.

(TYPICAL ALL RAMP TYPES)

A

SIDEWALK RAMP TYPE RF

(ROLLED / FLARED SIDES)

R-28-G72

GRADE BREAK

WALKING AREA

SIDEWALK RAMP AND

DETECTABLE WARNING DETAILS

* LANDING "NON-WALKING" AREA

ROLLED CURB

24" DEEP DETECTABLE WARNING,

EXTENDING THE WIDTH OF THE

RAMP. (NEAREST EDGE AT THE

GRADE BREAK AT THE BACK OF

CURB.)

24" DEEP DETECTABLE WARNING,

EXTENDING THE WIDTH OF THE

RAMP. (NEAREST EDGE AT THE

GRADE BREAK AT THE BACK OF

CURB.)

RAMP SLOPE 5% - 7%

(8.3% MAXIMUM) SEE NOTES

7-26-2010

** MAXIMUM CROSS SLOPE ON RAMP IS THE SAME AS THAT FOR SIDEWALK (2.0%).

RUNNING SLOPE 5% - 7% (8.3% MAXIMUM) SEE NOTES.

* MAXIMUM LANDING SLOPE IN ANY DIRECTION IS 2.0%. MINIMUM LANDING

DIMENSIONS 5’ x 5’. SEE NOTES.

A

*** 5% MAX.

*** TRANSITION ADJACENT GUTTER PAN

CROSS SECTION TO PROVIDE 5%

MAXIMUM COUNTER SLOPE ACROSS

THE RAMP OPENING.

9-10-2010

Page 18: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

ALIGN CURB PARALLEL

WITH CROSSWALK

SIDEWALK RAMP TYPE M

(MEDIAN ISLAND)

SIDEWALK RAMP TYPE P

(PARALLEL RAMP)

DO NOT USE IN AREAS WHERE PONDING MAY OCCUR

* LANDING

"NON-WALKING" AREA

SIDEWALK RAMP TYPE C

"NON-WALKING" AREA

* LANDING

"NON-WALKING" AREA

R-28-G73

USE 24" DEEP DETECTABLE WARNINGS IF MEDIAN

WIDTH IS AT LEAST 6’-0". OTHERWISE NO

DETECTABLE WARNING IS REQUIRED.

SIDEWALK RAMP AND

DETECTABLE WARNING DETAILS

(COMBINATION RAMP)

ROLLED CURB

24" DEEP DETECTABLE WARNING,

EXTENDING THE WIDTH OF THE

RAMP. (NEAREST EDGE AT THE

GRADE BREAK AT THE BACK OF

CURB.)

24" DEEP DETECTABLE WARNING,

EXTENDING THE WIDTH OF THE

RAMP. (NEAREST EDGE AT THE

GRADE BREAK AT THE BACK OF

CURB.)

7-26-2010

** MAXIMUM CROSS SLOPE ON RAMP IS THE SAME AS THAT FOR SIDEWALK (2.0%).

RUNNING SLOPE 5% - 7% (8.3% MAXIMUM) SEE NOTES.

* MAXIMUM LANDING SLOPE IN ANY DIRECTION IS 2.0%. MINIMUM LANDING

DIMENSIONS 5’ x 5’. SEE NOTES.

9-10-2010

Page 19: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

R-28-G74

SIDEWALK RAMP AND

DETECTABLE WARNING DETAILS

7-26-2010

SIDEWALK RAMP TYPE D

(DEPRESSED CORNER)

ROLLED CURB

** MAXIMUM CROSS SLOPE ON RAMP IS THE SAME AS THAT FOR SIDEWALK (2.0%).

RUNNING SLOPE 5% - 7% (8.3% MAXIMUM) SEE NOTES.

* LANDING

24" DEEP DETECTABLE WARNING,

(DOME ORIENTATION IS NOT

SIGNIFICANT ON RADIUS)

"NON-WALKING" AREA

* MAXIMUM LANDING SLOPE IN ANY DIRECTION IS 2.0%. MINIMUM LANDING

DIMENSIONS 5’ x 5’. SEE NOTES.

9-10-2010

Page 20: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

R-28-G75

SIDEWALK RAMP AND

DETECTABLE WARNING DETAILS

SIDEWALK (TYP.)

24" WIDE DETECTABLE WARNING (TYP.)

RAILROAD CROSSING MATERIAL (TYP.)

6’ M

IN

.*

15’

MA

X.*

* THE DETECTABLE WARNING SURFACE SHALL BE LOCATED

SO THAT THE EDGE NEAREST THE RAIL CROSSING IS

6’ MINIMUM AND 15’ MAXIMUM FROM THE CENTERLINE

OF THE NEAREST RAIL. DO NOT PLACE DETECTABLE

WARNING ON RAILROAD CROSSING MATERIAL.

SIDEWALK RAMP TYPE RR

SIDEWALK RAMP TYPE FS

(DETECTABLE WARNING AT RAILROAD CROSSING)

SH

OU

LD

ER

NEAREST EDGE WITHIN

8" OF SHOULDER

SIDEWALK

7-26-2010

(DETECTABLE WARNING AT FLUSH SHOULDER OR ROADWAY)

9-10-2010

Page 21: Michigan dot standard_plan_distribution

SIDEWALK RAMP PERPENDICULAR TO TANGENT CURB

(TYPE F AND TYPE RF SHOWN)

LEGEND

CROSSWALK MARKING

SIDEWALK RAMP ORIENTATION

SIDEWALK RAMP

"NON-WALKING" AREA

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

PAVEMENT CURB & GUTTER

1" EXPANSION JOINT

RAMP

SECTION B-B

2%

* GRADE BREAK

2%

R-28-G76

SIDEWALK RAMP AND

DETECTABLE WARNING DETAILS

SIDEWALK RAMP PERPENDICULAR TO RADIAL CURB (TYPE F SHOWN)

USE WITH RADIAL CURB WHEN THE CROSSWALK AND SIDEWALK

RAMP ARE NOT ALIGNED( )

B

B

24" DEEP DETECTABLE WARNING,

EXTENDING THE WIDTH OF THE

RAMP.

WHERE BOTH ENDS OF THE

BOTTOM GRADE BREAK ARE

WITHIN 5’ OF THE BACK OF

CURB, THE DETECTABLE

WARNING SHALL BE LOCATED

ON THE RAMP SURFACE AT

THE BOTTOM GRADE BREAK.

RAMP SLOPE 5% - 7%

(8.3% MAXIMUM) SEE NOTES

7-26-2010

ALTERNATE LOCATION

OF DRAINAGE INLET

(TYP.)

PREFERRED LOCATION

OF DRAINAGE INLET

(TYP.)

SIDEWALK RAMP LOCATED IN RADIUS (TYPE R SHOWN)

(GRADE BREAK GREATER THAN 5’)

SIDEWALK RAMP LOCATED IN RADIUS (TYPE R SHOWN)

(GRADE BREAK LESS THAN 5’)

5

* GRADE BREAK (TYP)

*** 5% MAX.

* GRADE

BREAK

WHERE EITHER END OF THE BOTTOM

GRADE BREAK IS MORE THAN 5’ FROM

THE BACK OF CURB, THE DETECTABLE

WARNING SHALL BE LOCATED ON THE

LOWER LANDING. (DOME ORIENTATION

IS NOT SIGNIFICANT ON RADIUS)

2% MAX. SLOPE UNDER GRADE BREAK

2% MAX. SLOPE UNDER GRADE BREAK

AND DETECTABLE WARNING

* GRADE BREAKS AT THE TOP AND BOTTOM OF

CURB RAMPS SHALL BE PERPENDICULAR TO

THE DIRECTION OF RAMP RUN. AT LEAST

ONE END OF THE BOTTOM GRADE BREAK

SHALL BE AT THE BACK OF CURB.

*** TRANSITION ADJACENT GUTTER PAN CROSS

SECTION TO PROVIDE 5% MAXIMUM COUNTER

SLOPE ACROSS THE RAMP OPENING.

9-10-2010

Page 22: Michigan dot standard_plan_distribution
Page 23: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

NOTES:

CROSSWALK AND STOP LINE MARKINGS, IF USED, SHALL BE SO LOCATED

AS TO STOP TRAFFIC SHORT OF RAMP CROSSINGS. SPECIFIC DETAILS

FOR MARKING APPLICATIONS ARE GIVEN IN THE "MICHIGAN MANUAL OF

UNIFORM TRAFFIC CONTROL DEVICES".

THE TOP OF THE JOINT FILLER FOR ALL RAMP TYPES SHALL BE FLUSH

WITH THE ADJACENT CONCRETE.RAMP WIDTH SHALL BE INCREASED, IF NECESSARY, TO ACCOMMODATE

SIDEWALK SNOW REMOVAL EQUIPMENT NORMALLY USED BY THE

MUNICIPALITY.

CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE RAMP,

FREE OF SAGS AND SHORT GRADE CHANGES. WHERE CONDITIONS

PERMIT, IT IS DESIRABLE THAT THE SLOPE OF THE RAMP BE IN ONLY

ONE DIRECTION, PARALLEL TO THE DIRECTION OF TRAVEL.

SURFACE TEXTURE OF THE RAMP SHALL BE THAT OBTAINED BY A COARSE

BROOMING, TRANSVERSE TO THE SLOPE OF RAMP.

SIDEWALK SHALL BE RAMPED WHERE THE DRIVEWAY CURB IS EXTENDED

ACROSS THE WALK.

SIDEWALK RAMPS ARE TO BE LOCATED AS SPECIFIED ON THE PLANS OR

AS DIRECTED BY THE ENGINEER.

RAMPS SHALL BE PROVIDED AT ALL CORNERS OF AN INTERSECTION

WHERE THERE IS EXISTING OR PROPOSED SIDEWALK AND CURB.

RAMPS SHALL ALSO BE PROVIDED AT WALK LOCATIONS IN MID-BLOCK

IN THE VICINITIES OF HOSPITALS, MEDICAL CENTERS, AND LARGE

ATHLETIC FACILITIES.

24

"

DOME ALIGNMENT

DETECTABLE WARNING DETAILS

DOME SPACING0

.2"

DOME SECTION

0.9"

TO

1.4"

50% TO 65%

OF BASE

1.6" - 2.4"

1.6

" -

2.4

"

0.6

5"

MIN

.

0.65"

MIN.

FLARED SIDES WITH A SLOPE OF 10% MAXIMUM, MEASURED ALONG THE

CURB LINE, SHALL BE PROVIDED WHERE A CIRCULATION PATH CROSSES

THE SIDEWALK RAMP. FLARED SIDES ARE NOT REQUIRED WHERE THE

EDGES OF A SIDEWALK RAMP ARE PROTECTED BY LANDSCAPING OR OTHER

BARRIERS TO TRAVEL BY WHEELCHAIR USERS OR PEDESTRIANS ACROSS

THE EDGE OF THE SIDEWALK RAMP.

CROSSWALK

SIDEWALK

RAMP

90^

ALIGNED IN DIRECTION OF TRAVEL AND

PERPENDICULAR (OR RADIAL) TO GRADE BREAK

DETAILS SPECIFIED ON THIS PLAN APPLY TO ALL CONSTRUCTION,

RECONSTRUCTION, OR ALTERATION OF STREETS, CURBS, OR SIDEWALKS

BY ALL PUBLIC AGENCIES AND BY ALL PRIVATE ORGANIZATIONS

CONSTRUCTING FACILITIES FOR PUBLIC USE.

R-28-G77

SIDEWALK RAMP AND

DETECTABLE WARNING DETAILS

7-26-2010

24" DEEP DETECTABLE WARNING,

EXTENDING THE WIDTH OF THE

RAMP. (NEAREST EDGE AT THE

GRADE BREAK AT THE BACK OF

CURB.)

PROVIDE LANDINGS WHERE PEDESTRIAN TURNING MOVEMENTS ARE

REQUIRED.

WHEN 5’ MINIMUM DIMENSIONS ARE NOT FEASIBLE, RAMP WIDTH MAY BE

REDUCED TO NOT LESS THAN 4’ AND LANDING DIMENSION TO NOT LESS

THAN 4’ x 4’.

FOR NEW ROADWAY CONSTRUCTION, THE RAMP CROSS SLOPE MAY NOT

EXCEED 2%. FOR ALTERATIONS TO EXISTING ROADWAYS, THE CROSS

SLOPE MAY BE TRANSITIONED TO MEET AN EXISTING ROADWAY GRADE.

THE CROSS SLOPE TRANSITION SHALL BE APPLIED UNIFORMLY OVER THE

FULL LENGTH OF THE RAMP.

TRANSITION THE GUTTER PAN CROSS SECTION SUCH THAT THE COUNTER

SLOPE IN THE DIRECTION OF RAMP TRAVEL IS NOT GREATER THAN 5%.

MAINTAIN THE NORMAL GUTTER PAN CROSS SECTION ACROSS DRAINAGE

STRUCTURES.

THE MAXIMUM RUNNING SLOPE OF 8.3% IS RELATIVE TO A FLAT (0%)

REFERENCE. HOWEVER, IT SHALL NOT REQUIRE ANY RAMP OR SERIES

OF RAMPS TO EXCEED 15 FEET IN LENGTH.

DRAINAGE STRUCTURES SHOULD NOT BE PLACED IN LINE WITH RAMPS.

THE LOCATION OF THE RAMP SHOULD TAKE PRECEDENCE OVER THE

LOCATION OF THE DRAINAGE STRUCTURE. WHERE EXISTING DRAINAGE

STRUCTURES ARE LOCATED IN THE RAMP PATH OF TRAVEL, USE A

MANUFACTURER’S ADA COMPLIANT GRATE. OPENINGS SHALL NOT BE

GREATER THAN 1/2 ". ELONGATED OPENINGS SHALL BE PLACED SO THAT

THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION

OF TRAVEL.

9-10-2010

Page 24: Michigan dot standard_plan_distribution

1

B.L.T.

W.K.P. 4

DRIVEWAY OPENINGS

& APPROACHES,

AND CONCRETE SIDEWALK

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

ENGINEER OF DEVELOPMENT

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

ENGINEER OF DELIVERY

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

PROPERTY LINE

VA

RIA

BL

E

BACK OF CURB

RIGID STRUCTURE

WALK WIDTH AS SPECIFIED ON PLANS

INSOFAR AS POSSIBLE, SIDEWALK SHALL BE DIVIDED

INTO SQUARE UNIT AREAS BY MEANS OF CUT JOINTS

NOT MORE THAN 36 SFT OR LESS THAN 16 SFT.

(TYP.)

LOCATION OF JOINTS IN CONCRETE SIDEWALK

TYPICAL SIDEWALK JOINT LAYOUTS

SIDEWALK INTERSECTIONS SHALL BE CAST

MONOLITHICALLY WITH JOINT LINES PLACED

AS NEAR TO PERPENDICULAR AS POSSIBLE

WITH SIDEWALKS EDGE, TO AVOID NARROW

OR POINTED PIECES OF CONCRETE.

WHERE A PERMANENT STRUCTURE IS LOCATED IN

SIDEWALK, PLACE EXPANSION MATERIAL AROUND

STRUCTURE AND ADJUST JOINT PATTERN TO

INTERSECT STRUCTURE AS ILLUSTRATED.

1/2 " EXPANSION JOINT

4" SIDEWALK

1" EXPANSION JOINT

50’-0" MAXIMUM EXPANSION JOINT SPACING

50’-0" MAXIMUM EXPANSION JOINT SPACING

4" SIDEWALK

1/2 " EXPANSION JOINT

1" EXPANSION JOINT

1/2 " EXPANSION JOINT SHALL BE PLACED

BETWEEN SIDEWALK AND RIGID STRUCTURE.

WHEN DIRECTED BY THE ENGINEER THE

JOINT SHALL BE PLACED 1’-0" FROM

PROPERTY LINE.

1/4 " R

4" CONCRETE SIDEWALK

1/2 " EXPANSION JOINTS

* SEE NOTES

* 2% MAXIMUM TOWARD STREET

R-29-G7-26-20109-10-2010

Page 25: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

4

DRIVEWAY OPENINGS

& APPROACHES,

AND CONCRETE SIDEWALK

2

R

0.4 R 0.6 R

W = R - d

WIDTH

DRIVEWAY

d

VA

RIA

BL

E

THICKENED CONCRETE SIDEWALKDR

IVE

WA

Y \

DIRECTION

OF TRAFFIC

FLOW LINE

1" M

IN.

CU

RB

AA

ALIGN DRIVEWAY RETURN TO FIT OPENING IN CURB & GUTTER

FLOW LINECONTRACTION OR PLANE

OF WEAKNESS JOINT

CONTRACTION OR PLANE

OF WEAKNESS JOINT

CONTRACTION OR PLANE

OF WEAKNESS JOINT

CONTRACTION OR PLANE

OF WEAKNESS JOINT

GUTTER PAN

CU

RB

A

GUTTER

PAN

A

ALIGN DRIVEWAY RETURN TO FIT OPENING IN CURB & GUTTER

RADIUS AS SPECIFIED ON PLANS

OR AS DIRECTED BY THE ENGINEER

PLANE OF WEAKNESS JOINT

FLOW LINE

PA

VE

ME

NT

TH

ICK

NE

SS

GUTTER

1"

MIN

.

CU

RB

HE

IGH

T

REINFORCEMENT AS IN ADJACENT CURB & GUTTER

"R"

"R"

B

B

1"

MIN

.

GUTTER

CONCRETE DRIVEWAY OPENING LAYOUT

CONCRETE DRIVEWAY OPENING, DETAIL L

CONCRETE DRIVEWAY OPENING, DETAIL M

SECTION B - BSECTION A - A

SECTION A - A

NOTE:

W = MINIMUM WIDTH OF THICKENED CONCRETE SIDEWALK.

( R - d ) SHALL NOT BE LESS THAN DRIVEWAY WIDTH.

THE "R" DIMENSION IS SPECIFIED IN THE PUBLICATION

"ADMINISTRATIVE RULES REGULATING DRIVEWAYS, BANNERS

AND PARADES ON OR OVER HIGHWAYS".

1/2 " EXPANSION JOINT

1" EXPANSION JOINT

1’-6" + CURB & GUTTER

** 1’-6"** 1’-6"1" EXPANSION JOINT

{ {

** TO FRONT EDGE OF GUTTER PAN

*** NOT USED IF DRIVEWAY AND CURB

ARE POURED INTEGRALLY OR IF

HMA APPROACH IS USED.

{

R-29-G

*** EPOXY COATED #5 BARS

(18" LONG) AT 24" CENTERS

7-26-20109-10-2010

Page 26: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

4

DRIVEWAY OPENINGS

& APPROACHES,

AND CONCRETE SIDEWALK

3

8" OR GREATER

W1.4

W2.9

REINFORCEMENT FOR CONCRETE DRIVEWAYS

LESS THAN 8"

WIRE SIZE

(6" x 6" MESH)

21

42

1" TRANSVERSE

EXPANSION JOINT

EXTRA WIDTH TO BE

ADDED AT ALLEYS AND

COMMERCIAL DRIVEWAYS

5’-0"

EXTRA WIDTH TO BE

ADDED AT ALLEYS AND

COMMERCIAL DRIVEWAYS

5’-0""W"

PLANE OF WEAKNESS JOINT

1" TRANSVERSE

EXPANSION JOINT

4" CONCRETE SIDEWALK 4" CONCRETE SIDEWALKSUBBASE WHEN SPECIFIED ON

THE PLANS (4" MIN.)

WHEN CONCRETE DRIVEWAY APPROACH IS SPECIFIED, THE

THICKENED CONCRETE SIDEWALK THICKNESS IS EQUAL TO

THE THICKNESS OF THE CONCRETE DRIVEWAY APPROACH.

WHEN HMA DRIVEWAY APPROACH IS SPECIFIED, THE

THICKENED CONCRETE SIDEWALK THICKNESS IS 6" MIN.

THICKENED CONCRETE SIDEWALK

VA

RIE

S

VARIES FROM ZERO AT

SIDEWALK TO NORMAL

CURB HEIGHT

BACK EDGE

OF GUTTER

SIDEWALK ELEVATION

(TO BE USED WITH DETAIL L OR M)

VA

RIE

S

VARIES FROM ZERO AT

SIDEWALK TO NORMAL

CURB HEIGHT

VARIES

DRIVEWAY

THICKENED

CONCRETE SIDEWALKBACK EDGE

OF GUTTER

SIDEWALK ELEVATION

(TO BE USED WITH DETAIL L)

NOTES:

"W"

"R"

CONCRETE DRIVEWAY APPROACH

MONOLITHIC CURB IS INCLUDED IN THE CONCRETE

DRIVEWAY APPROACH QUANTITY.

REINFORCEMENT IS NOT REQUIRED UNLESS SPECIFIED

ON THE PLANS. WHEN REINFORCEMENT IS SPECIFIED,

SEE CHART ON THIS SHEET.

HMA DRIVEWAY APPROACH

HMA SURFACE

USE WIRE FABRIC REINFORCEMENT SPECIFIED

ON STANDARD PLAN R-37-SERIES

CONCRETE DRIVEWAY

THICKNESS

10’ 10’ 10’ 10’

MAX. MAX. MAX. MAX.

2’ 2’

DRIVEWAY JOINT DETAILS

DRIVEWAY

THICKENED

CONCRETE SIDEWALK

VARIES

"R"

"W"

1/2 " EXPANSION JOINT

CONCRETE DRIVEWAY APPROACH BETWEEN

CURB AND SIDEWALK IS 6" THICK UNLESS

OTHERWISE SPECIFIED ON THE PLANS.

USE "W" JOINTS IF DRIVEWAY AND CURB ARE POURED

MONOLITHICALLY OR "B" JOINTS IF THEY ARE POURED

IN STAGES.

JOINT LAYOUT IS AS INDICATED OR AS DIRECTED BY

ENGINEER.

2d

OR

10

’ M

AX

.

R-29-G

AVERAGE WEIGHT

(LBS/100 SFT)

7-26-20109-10-2010

Page 27: Michigan dot standard_plan_distribution

FOR CURB AND GUTTER DETAILS, SEE STANDARD PLAN R-30-SERIES.

WHEN SETTING GRADES FOR COMMERCIAL DRIVES, THE TYPES OF VEHICLES

USING THE DRIVE SHOULD BE CONSIDERED.

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

4

DRIVEWAY OPENINGS

& APPROACHES,

AND CONCRETE SIDEWALK

4

TRANSVERSE SIDEWALK SLOPES ARE TYPICALLY 1.5% OR 2% MAXIMUM. IN

ORDER TO MEET SITE CONDITIONS, IF THE TRANSVERSE SLOPE IS REQUIRED

TO BE LESS THAN 1.5%, LONGITUDINAL DRAINAGE MUST BE PROVIDED.

NOTES:

FOR DRIVEWAY DESIGN REFER ALSO TO "ADMINISTRATIVE RULES REGULATING

DRIVEWAYS, BANNERS, AND PARADES ON OR OVER HIGHWAYS" AND GEOMETRIC

DESIGN G-680-SERIES, COMMERCIAL DRIVEWAYS.

SIDEWALKDRIVEWAY APPROACH

COMMERCIAL DRIVEWAY PROFILE FOR MAJOR TRAFFIC GENERATORS

CURB &

GUTTERROADWAY DRIVEWAY

MAXIMUM GRADE 1.5% MAXIMUM GRADE 4%

MAXIMUM GRADE 8%

LOW VOLUME COMMERCIAL OR RESIDENTIAL DRIVEWAY SLOPES

8% MAXIMUM SLOPE SIDEWALK

APPROXIMATELY 10’

8% MAXIMUM CHANGE IN SLOPE

AT 10’ INTERVALS (CREST)

12% MAXIMUM CHANGE IN SLOPE

AT 10’ INTERVALS (SAG)

* 2% MAXIMUM SLOPE

10% MAXIMUM SLOPE

* SEE NOTES

R-29-G7-26-20109-10-2010

Page 28: Michigan dot standard_plan_distribution
Page 29: Michigan dot standard_plan_distribution
Page 30: Michigan dot standard_plan_distribution

B.L.T.

W.K.P. 1R-31-E

INTEGRAL CURB AND

INTEGRAL CURB & GUTTER

2

PAVEMENT AREA

PAVEMENT

REINFORCEMENT

PAVEMENT AREA

PAVEMENT AREA

PAVEMENT AREA

SAWED JOINT

(EXPANSION OR CONTRACTION)

BACK OF CURB

A A

APPROX. 8%

APPROX. 8%

APPROX. 8%

APPROX. 8%

BACK OF CURB MAY HAVE SLIGHT BATTER

TO ACCOMMODATE CURB MACHINE

BACK OF CURB MAY HAVE SLIGHT BATTER

TO ACCOMMODATE CURB MACHINE

BACK OF CURB MAY HAVE SLIGHT BATTER

TO ACCOMMODATE CURB MACHINE

BACK OF CURB MAY HAVE SLIGHT BATTER

TO ACCOMMODATE CURB MACHINE

* INSTALL JOINT SEAL TO THIS POINT

B

B

WIDTH OF CONTRACTION

JOINT TO FACE OF CURB

SECTION A - A

SECTION A - A

SECTION A - A

SECTION A - A

SECTION B - B SECTION B - B

PLAN AT TRANSVERSE JOINT

EXPANSION JOINT CONTRACTION JOINT

INTEGRAL CURB & GUTTER, DETAIL F

INTEGRAL CURB & GUTTER, DETAIL D

INTEGRAL CURB & GUTTER, DETAIL C

INTEGRAL CURB & GUTTER, DETAIL B

TO

ACCOMMODATE

FINISHING

MACHINE

TO

ACCOMMODATE

FINISHING

MACHINE

TO

ACCOMMODATE

FINISHING

MACHINE

TO

ACCOMMODATE

FINISHING

MACHINE

2’-8"

2’-6"

2’-6"

2’-6"

1’-0" V.C.

1’-0" V.C.

1’-0" V.C.

1’-0" V.C.

1" PREFORMED

FIBER JOINT FILLER

< 1/4 " SAWED OR

FORMED JOINT

BLOCK OUT FOR JOINT SEAL

( 1/2 " FOR CONTRACTION JOINT)

(1 1/4 " FOR EXPANSION JOINT)

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

ENGINEER OF DEVELOPMENT

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

ENGINEER OF DELIVERY

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

8-9-2010

* WHEN CURB AND GUTTER, DETAIL D IS SPECIFIED AND NEOPRENE

JOINT SEALER IS USED IN PAVEMENT, THE NEOPRENE JOINT SEALER

SHALL BE CONTINUOUS ACROSS THE CURB AND GUTTER AND TURNED

DOWN THE OUTSIDE EDGE.

** END DOWELL BARS AT V.C. BEFORE GUTTER PAN.

SEE NOTES IF PAVEMENT REINFORCEMENT IS REQUIRED

** DOWELL

BARS

9-10-2010

Page 31: Michigan dot standard_plan_distribution

R-31-E

INTEGRAL CURB AND

INTEGRAL CURB & GUTTER

22

3"

3"

5 1/

2 "

COVER R

3"

3"

COVER R

3"

3"

COVER R

3"

3"

8 1/4 "

6 1/

2 "

COVER R

CCCOVER R

SECTION C - C

SECTION C - C

SECTION C - C

INTEGRAL CURB & GUTTER, DETAIL F

SECTION C - C

INTEGRAL CURB & GUTTER, DETAIL B

INTEGRAL CURB & GUTTER, DETAIL C

INTEGRAL CURB & GUTTER, DETAIL D

PLAN IN CATCH BASIN AREA

1’-2"

9"

7"

5"

1’-2"

6’-0

"

3’-0

"

TWO EPOXY COATED #4 BARS

THROUGH CATCH BASIN AREA

TWO EPOXY COATED #4 BARS

THROUGH CATCH BASIN AREA

TWO EPOXY COATED #4 BARS

THROUGH CATCH BASIN AREA

TWO EPOXY COATED #4 BARS

THROUGH CATCH BASIN AREA

TWO EPOXY COATED #4 BARS

THROUGH CATCH BASIN AREA

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

8-9-2010

SEE STANDARD PLAN R-37-SERIES FOR REINFORCING DETAILS

NOTES:

DETAILS OF CURB FACES ARE SPECIFIED ON STANDARD PLAN R-30-SERIES.

PAVEMENT REINFORCEMENT, EXTENDED TO WITHIN 3" OF BACK OF INTEGRAL

CURB OR INTEGRAL CURB AND GUTTER, MAY BE SUBSTITUTED FOR THE BAR

REINFORCEMENT SPECIFIED ON STANDARD PLAN R-30-SERIES. PAVEMENT

REINFORCEMENT SHALL EXTEND TO 1’-6" OF A SAWED JOINT.

WHEN THE CURB PORTION IS POURED SEPARATE FROM THE INTEGRAL PAVEMENT

AND GUTTER, AND DELAY EXCEEDS 30 MINUTES, EPOXY COATED #4 VERTICAL

BARS SPACED AT 1’-0" CENTER TO CENTER SHALL BE USEDTO TIE CURB AND

UNDERLYING CONCRETE.

AGGREGATE BASE-CONCRETE, WHEN SPECIFIED ON TYPICAL CROSS SECTIONS,

SHALL EXTEND 2’-0" BEYOND THE BACK OF INTEGRAL CURB AND GUTTER, EVEN

IF THE GRADING SECTION MUST BE WIDENED TO DO SO. NO PAYMENT WILL BE

MADE FOR THE ADDITIONAL AGGREGATE BASE-CONCRETE THAT IS REQUIRED TO

CONSTRUCT THE INTEGRAL CURB AND GUTTER ALTERNATE.

TRANSVERSE JOINTS IN THE INTEGRAL CURB SHALL BE AS SPECIFIED ON THIS

STANDARD PLAN.

FIBER FILLER USED FOR PAVEMENT EXPANSION JOINTS SHALL EXTEND TO BACK

OF CURB.

CATCH BASIN "COVER R" OR OTHER APPROVED COVERS SHALL BE SUBSTITUTED

FOR COVERS SPECIFIED ON THE PLANS ONLY WHEN THE INTEGRAL CURB AND

GUTTER ALTERNATE IS USED.

9-10-2010

Page 32: Michigan dot standard_plan_distribution
Page 33: Michigan dot standard_plan_distribution
Page 34: Michigan dot standard_plan_distribution

MIN

.

2’-0"

18"(TY

P.)

LONGITUDINAL

JOINT *

FOR USE WHEN STRUCTURE IS ON OR NEAR THE JOINT

MULTIPLE STRUCTURES WITHIN SLAB

DIAGONAL BOX OUT OPTION

LANE TIE (TYP.)

FOR SLABS WITH MULTIPLE STRUCTURES INCLUSIVE, REINFORCE THE SLAB

JOINT TO JOINT. IF A BOX OUT OPTION IS USED WITHIN THE SLAB (FOR

CONSTRUCTION PURPOSES), FOLLOW BOX OUT DETAIL WITH REINFORCEMENT.

LONGITUDINAL JOINT

LONGITUDINAL JOINT

16’ MAXIMUM WHEN SLAB IS REINFORCED IN A JPCP SECTION

6"

(TY

P.)

12

"

SYMBOL (D) JOINT (TYP.)

SEE STANDARD PLAN R-41-SERIES

(TY

P.)

ADJUST LENGTH OF SLABS WITHIN ONE SLAB LENGTH OF BOX OUT

SUCH THAT SLAB LENGTHS ARE 12’ MINIMUM AND 20’ MAXIMUM

* IF NECESSARY, ADJUST LONGITUDINAL JOINT LOCATION TO INTERSECT BOX OUT AS APPROVED BY THE ENGINEER.

SYMBOL (D) JOINT (TYP.)

SEE STANDARD PLAN R-41-SERIES

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

ENGINEER OF DEVELOPMENT

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

ENGINEER OF DELIVERY

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

B.L.T.

W.K.P. 1 2

5-28-2010 R-37-B

ISOLATION JOINT DETAILS

PAVEMENT REINFORCEMENT

TRANSVERSE CONTRACTION

SYMBOL (Cp) JOINT (TYP.)

SEE STANDARD PLAN R-39-SERIES

9-10-2010

Page 35: Michigan dot standard_plan_distribution

1/2 "

3/4

"

LOW MODULUS HOT-POURED

RUBBER-ASPHALT TYPE

JOINT SEALING COMPOUND

1/2 " ISOLATION JOINT

FILLER

DRAINAGE INLET

INTEGRAL CURB

ISOLATION JOINT

CONCRETE PAVEMENT

EDGE OF CASTING

NOT ALIGNED WITH TRANSVERSE JOINT

(FOR USE WITH INTEGRAL CURB)

1/2 " ISOLATION JOINT

NOTES:

NO PLUG OR SLIVER OF CONCRETE SHOULD EXTEND OVER, UNDER,

THROUGH, AROUND, OR BETWEEN SECTIONS OF THE JOINT FILLER.

JOINT FILLER MAY BE HELD IN PLACE BY STAKES IN THE SUBGRADE.

AFTER THE CONCRETE HARDENS, THE TOP OF THE JOINT FILLER MAY

BE RECESSED APPROXIMATELY 3/4 " TO ALLOW SPACE FOR LOW MODULUS

HOT-POURED RUBBER-ASPHALT TYPE JOINT SEALING COMPOUND.

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

2 2

5-28-2010 R-37-B

ISOLATION JOINT DETAILS

1" M

AX

.

OV

ER

HA

NG

(EA

CH

SID

E)

WIRE FABRIC REINFORCEMENT

6"6"

MAX.MAX.

W1

4 O

R D

-14

(N

OM

. D

IA.

= 0

.42

2")

AT

6" (

<

1/4

")

CE

NT

ER

TO

CE

NT

ER

W6 OR D-6 (NOM. DIA. = 0.276")

AT 1’-0" (< 1/4 ") CENTER TO CENTER

9-10-2010

Page 36: Michigan dot standard_plan_distribution
Page 37: Michigan dot standard_plan_distribution
Page 38: Michigan dot standard_plan_distribution

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

ENGINEER OF DEVELOPMENT

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

ENGINEER OF DELIVERY

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

B.L.T.

W.K.P. 41R-39-I

TRANSVERSE PAVEMENT JOINTS

(PLAIN CONCRETE PAVEMENT)

8-9-2010

1/8 " RELIEF CUT

SAWED JOINT DETAIL

TRANSVERSE CONTRACTION JOINT

SEE STANDARD PLAN R-40-SERIES

FOR LOAD TRANSFER ASSEMBLY

SEE SAWED JOINT DETAIL

SURFACE OF FINISHED

PAVEMENT OR SHOULDER

TRANSVERSE AND INTERSECTION PLANE OF WEAKNESS JOINTS

SYMBOL (W)* D

EP

TH

1/4 "

- 0

+ 1/16 "( )

SEALANT FLUSH TO - 1/8 "

3/8 " BACKER ROD

1" (

+

1/1

6 "

)

1 3

/8 "

TO

1 1

/2 "

(+ 1/1

6 "

)

SYMBOL (Cp) AND (C3p)

1/8 " RELIEF CUT

SAWED JOINT DETAIL

* D

EP

TH

1/4 "

- 0

+ 1/16 "( )

3/8 " BACKER ROD

1" (

+

1/1

6 "

)

1 3

/8 "

TO

1 1

/2 "

(+ 1/1

6 "

)

SAWED JOINT SEALED WITH LOW MODULUS HOT-POURED RUBBER-ASPHALT TYPE

JOINT SEALING COMPOUND.

* DEPTH OF RELIEF CUT FOR JOINT (Cp) AND (C3p) SHALL BE 1/4 THE SLAB

THICKNESS FOR PAVEMENTS LESS THAN OR EQUAL TO 7" IN THICKNESS AND

THE SLAB THICKNESS FOR PAVEMENTS GREATER THAN 7" THICK.3

SURFACE OF FINISHED SHOULDER

SAWED JOINT SEALED WITH LOW MODULUS HOT-POURED RUBBER-ASPHALT TYPE

JOINT SEALING COMPOUND.

* DEPTH OF RELIEF CUT FOR JOINT 1/4 THE SLAB THICKNESS.

JOINT USESYMBOL

PAVEMENTYES

NO

(Cp)

(C3p) SHOULDER

SEE SAWED JOINT DETAIL

LOAD TRANSFER

SEE SAWED JOINT DETAIL

SURFACE OF FINISHED

PAVEMENT OR SHOULDER

DOWEL BAR INSERTER METHODLOAD TRANSFER ASSEMBLY METHOD

9-10-2010

Page 39: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

42R-39-I

TRANSVERSE PAVEMENT JOINTS

(PLAIN CONCRETE PAVEMENT)

8-9-2010

SYMBOL (U)

2 1/

4 "

1/8 " SAWED JOINT OR A FORMED JOINT

MADE BY PLACING 1/4 " HARDBOARD OR

OTHER APPROVED MATERIAL FLUSH WITH

THE SURFACE OF THE CONCRETE BASE

COURSE AND TRUE TO POSITION AND

LINE BEFORE THE CONCRETE HAS SET

JOINT USELOAD TRANSFER ASSEMBLYSYMBOL

PAVEMENTYES

NO

SHOULDERNO

(E2)

(E3)

(E4)

PAVEMENT & SHOULDER

+ 1"

OUTSIDE EDGE TREATMENT

TRANSVERSE EXPANSION JOINT

SYMBOL (E2), (E3) AND (E4)

LOW MODULUS HOT-POURED

RUBBER-ASPHALT TYPE

JOINT SEALING COMPOUND

SAWED JOINT DETAIL

LOW MODULUS HOT-POURED

RUBBER-ASPHALT TYPE

JOINT SEALING COMPOUND

SAWED JOINT SEALED WITH LOW MODULUS HOT-POURED RUBBER-ASPHALT TYPE

JOINT SEALING COMPOUND.

1/2

"

CLOSED CELL, CROSS-LINKED

POLYETHYLENE FOAM ROD

MINIMUM DIAMETER

1.25 x FINAL WIDTH( )

45^ BEVELED EDGE (TYP.)

1" FIBER FILLER

1/4 " RELIEF CUT

FINAL WIDTH

1" (+ 1/16 ")

3 1/

2 "

1" FIBER FILLER

3/1

6 " (

+ 1/1

6 ")

SURFACE OF FINISHED

PAVEMENT OR SHOULDER

SEE STANDARD PLAN R-40-SERIES

FOR LOAD TRANSFER ASSEMBLY

SEE SAWED JOINT DETAILCLOSED CELL, CROSS-LINKED

POLYETHYLENE FOAM ROD

MINIMUM DIAMETER

1.25 x FINAL WIDTH( )

1"

(+ 1/1

6 "

)

NOTE:

THE FINAL WIDTH OF THE GROOVE SHALL BE 1" + 1/16 "

PLUS ANY INCREASE OR MINUS ANY DECREASE IN THE WIDTH

OF THE RELIEF CUT. THE FINAL SAW CUT SHALL BE TO

THE TOP OF THE FIBER FILLER WITH A MINIMUM DEPTH AS

SHOWN AND SHALL BE CENTERED OVER THE FIBER FILLER

WITH A HORIZONTAL TOLERANCE OF 1/4 ". FIBER FILLER

FOR EXPANSION JOINTS IN CONCRETE SHOULDERS SHALL BE

FREE OF HOLES OR OTHER DEFECTS AND TRIMMED TO FIT

SHOULDER CONFIGURATIONS.

TRANSVERSE PLANE OF WEAKNESS

JOINTS IN CONCRETE BASE COURSE

9-10-2010

Page 40: Michigan dot standard_plan_distribution

PAVEMENT THICKNESS

12’-0" (LANE WIDTH)

TRANSVERSE END OF POUR JOINT (SPLIT HEADER METHOD)

DEFORMED BAR SPACING

1’-0" 2’-0"1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0"

SYMBOL (H)

12’-0" RIGHT LANE PAVED AT 14’-0"

FIRST POUR

JOINT

9" 9"

#9 EPOXY COATED

DEFORMED BAR

PA

VE

ME

NT

TH

ICK

NE

SS

PAVEMENT THICKNESS

12’-0" (LANE WIDTH)

DEFORMED BAR SPACING

1’-0" 2’-0"1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0"

12’-0" RIGHT LANE PAVED AT 14’-0"

TRANSVERSE END OF POUR JOINT (DRILLED IN METHOD)

NOTE: THE HOLE SPACING MAY BE ADJUSTED 1" HORIZONTALLY, RAISED 1/2 ", OR LOWERED

1" FROM THE ABOVE LOCATIONS TO AVOID DRILLING INTO THE REINFORCEMENT.

1 3/8 " DIAMETER HOLE

9" + 3/8 "

PA

VE

ME

NT

TH

ICK

NE

SS

SECOND POUR

SEE NOTES SHEET 4 OF 4

FIRST POUR SECOND POUR

SEE NOTES SHEET 4 OF 4

FACE SHALL BE VERTICAL

AND PERPENDICULAR TO

EDGE OF ROADWAY

#9 EPOXY COATED

DEFORMED BAR

#9 x 1-6" LONG EPOXY COATED

DEFORMED BAR (GROUT IN PLACE)

#9 EPOXY COATED DEFORMED BAR

IN 1 3/8 " DIAMETER HOLE (TYP.)

1/2 PAVEMENT

THICKNESS + 1/2 "

1/2 PAVEMENT

THICKNESS + 1/2 "

6’-0" MIN.

1/2 PAVEMENT

THICKNESS + 1/2 "

1/2 PAVEMENT

THICKNESS + 1/2 "

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

43R-39-I

TRANSVERSE PAVEMENT JOINTS

(PLAIN CONCRETE PAVEMENT)

8-9-20109-10-2010

Page 41: Michigan dot standard_plan_distribution

NEOPRENE JOINT SEAL CROSS-SECTION SHALL BE APPROVED BY THE ENGINEER.

JOINTS SHALL NOT BE SEALED IN CONCRETE BASE COURSE.

A TRANSVERSE END OF POUR JOINT (DRILLED IN METHOD) SYMBOL (H), SHALL

BE CONSTRUCTED WHEN IT IS ANTICIPATED THAT THE SECOND POUR WILL BE

DELAYED 7 DAYS OR LONGER.

A TRANSVERSE END OF POUR JOINT (SPLIT HEADER METHOD) OR (PLASTIC

TUBE METHOD) SHALL BE USED AT THE END OF THE DAY’S POUR OR WHEN THERE

IS AN UNAVOIDABLE INTERRUPTION OF THE WORK FOR MORE THAN ONE-HALF

HOUR AND LESS THAN 7 DAYS. THE JOINT SHALL BE CONSTRUCTED ACCORDING

TO TRANSVERSE END OF POUR JOINT (SPLIT HEADER METHOD) OR (PLASTIC

TUBE METHOD), SYMBOL (H).

THE EXPANSION JOINT MATERIAL IN THE SHOULDERS SHALL BE SUPPORTED BY

ONE OF THE FOLLOWING METHODS:

1. A CONTINUOUS SUPPORT WIRE, AS SPECIFIED FOR EXPANSION LOAD

TRANSFERS ASSEMBLIES, AS DETAILED ON STANDARD PLAN R-40-SERIES,

SHALL BE USED ON EACH SIDE OF EXPANSION MATERIAL. THIS WIRE

SHALL BE EQUIPPED WITH STAKES AND STAKE POCKETS TO RIGIDLY HOLD

THE EXPANSION MATERIAL IN PLACE DURING CONCRETE PLACEMENT.

STAKES SHALL BE AS SPECIFIED ON STANDARD PLAN R-40-SERIES,

SPACED NOT MORE THAN 2’-0" APART.

2. "U" OR "J" SHAPE STAPLES OF W8 WIRE (0.319" NOMINAL DIAMETER)

SHALL BE SPACED ON 2’-0" CENTERS EACH SIDE OF THE EXPANSION

MATERIAL. EACH VERTICAL LEG OF THE STAPLE SHALL BE AT LEAST

1’-3" LONG.

3. OTHER EQUIVALENT METHODS MAY BE USED WHEN APPROVED BY THE

ENGINEER.

WHEN CONCRETE SHOULDERS ARE CAST SEPARATELY FROM MAINLINE CONCRETE

PAVEMENT, A KEYWAY MAY BE USED TO FACILITATE THE PLACING OF LANE

TIES. WHEN A KEYWAY GROOVE IS USED, IT SHALL BE CONTINUOUS AND

UNIFORM.

PAVEMENT THICKNESS

12’-0" (LANE WIDTH)

TRANSVERSE END OF POUR JOINT (PLASTIC TUBE METHOD)

DEFORMED BAR SPACING

1’-0" 2’-0"1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0"

9" + 3/8 "

SYMBOL (H)

REMOVE ONE HALF OF PLASTIC TUBE

AND CONCRETE PRIOR TO PLACING

NEW PAVEMENT

NOTE:

THE USE OF FORCE TO INSERT THE

BAR WILL NOT BE PERMITTED

1 1/4 " DIAMETER x 1-6" LONG

EPOXY COATED SMOOTH BARPLASTIC END CAP

1 9/32 " DIAMETER x 1’-6" LONG

HOLLOW PLASTIC TUBE

1 1/4 " DIAMETER BAR IN

1 9/32 " DIAMETER HOLLOW

PLASTIC TUBE (TYP)

12’-0" RIGHT LANE PAVED AT 14’-0"

PA

VE

ME

NT

TH

ICK

NE

SS

FIRST POUR

FULL DEPTH SAW CUT

FACE SHALL BE VERTICAL

AND PERPENDICULAR TO

EDGE OF ROADWAY

SECOND POUR

SEE NOTES

BOND BREAKER TAPE

(BELOW SEALANT)

HOT-POURED RUBBER-ASPHALT

SEALANT 1/2 " x 1/2 "

1/2 "

5/8

"

TRANSVERSE JOINTS SHALL BE SPACED ACCORDING TO THE CURRENT STANDARD

PLAN R-43P-SERIES.

THE LOCATION OF TRANSVERSE JOINTS IN CONCRETE SHOULDERS SHALL MATCH

THE LOCATION OF ADJACENT TRANSVERSE PAVEMENT JOINTS. CORRESPONDING

TRANSVERSE CONCRETE SHOULDER AND PAVEMENT JOINTS SHALL BE (C3p)

SHOULDER WITH (Cp) PAVEMENT, (E4) SHOULDER WITH (E2) PAVEMENT, AND

(E3) BEING THE SAME IN BOTH SHOULDER AND PAVEMENT.

NOTES:

LOAD TRANSFER ASSEMBLIES ARE DETAILED ON THE CURRENT STANDARD PLAN

R-40-SERIES.

1/2 PAVEMENT

THICKNESS + 1/2 "

1/2 PAVEMENT

THICKNESS + 1/2 "

DEFORMED BARS FOR TRANSVERSE END OF POUR JOINTS (DRILLED IN METHOD)

SHALL BE GROUTED INTO EXISTING PAVEMENT WITH A GROUT SELECTED FROM

THE PREQUALIFIED MATERIALS LISTED IN THE DEPARTMENT’S "MATERIALS

SOURCE GUIDE" UNDER ADHESIVE SYSTEMS FOR GROUTING DOWEL BARS AND

TIE BARS FOR FULL-DEPTH PAVEMENT REPAIRS.

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

44R-39-I

TRANSVERSE PAVEMENT JOINTS

(PLAIN CONCRETE PAVEMENT)

8-9-20109-10-2010

Page 42: Michigan dot standard_plan_distribution

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

ENGINEER OF DEVELOPMENT

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

ENGINEER OF DELIVERY

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

B.L.T.

W.K.P.

LOAD TRANSFER ASSEMBLIES

FOR TRANSVERSE JOINTS

41

FIE

LD

LO

CA

TIO

N O

F S

TA

KE

A

1/4

" D

EE

P C

UT

SH

AL

L B

E M

AD

E O

N B

OT

H S

IDE

S

OF

EX

PA

NS

ION

JO

INT

FIL

LE

R 4

" F

RO

M E

AC

H E

ND

,

SO

EN

DS

MA

Y B

E R

EM

OV

ED

WH

EN

NE

CE

SS

AR

Y

HO

LE

DIA

ME

TE

RS

SH

AL

L B

E L

AR

GE

EN

OU

GH

TO

AL

LO

W F

RE

E

MO

VE

ME

NT

OF

F

IBE

R F

ILL

ER

O

VE

R

DO

WE

L B

AR

(T

YP

.)

(DO

WE

L B

AR

DIA

ME

TE

R +

1

/8 "

MA

XIM

UM

)

A

A

PL

AN

VIE

W O

F E

XP

AN

SIO

N J

OIN

T A

SS

EM

BL

Y

JO

INT

FIL

LE

R S

UP

PO

RT

W

IRE

MA

Y B

E C

ON

TIN

UO

US

OR

BR

OK

EN

SE

CT

IO

N A

-A

EX

PA

NS

IO

N J

OIN

T F

IL

LE

R

PA

VE

ME

NT

TH

ICK

NE

SS

MIN

US

3"

FIL

LE

R S

UP

PO

RT

WIR

E S

HO

UL

D

NO

T E

XT

EN

D B

EY

ON

D T

HE

LO

NG

ITU

DIN

AL

SP

AC

ER

WIR

E

11 S

PA

CE

S @

1’-0" =

11’-0"

5 7/

8 "

5 7/

8 "

2’-

5 7

/8 "

1 1

/2 "

(<

1/2

")

DO

WE

L B

AR

(T

YP

.)

(TY

P.)

6"

6" 1

’-0"

11"5

1/2

"5

1/2

"

1 1

/2 "

(<

1/2

")

DO

WE

L B

AR

SH

AL

L B

E A

RC

OR

RE

SIS

TA

NC

E

WE

LD

ED

TO

BA

SK

ET

AT

AL

TE

RN

AT

E E

ND

S

1/2 " (TYP.)

1/2 " (TYP.)

1/2 PAVEMENT

THICKNESS

(< 1/2 ")

11

SP

AC

ES

@ 1

’-0

" =

11

’-0

" F

OR

12

’-0

" S

LA

B W

IDT

H

11

’-3

" F

OR

12

’-0

" S

LA

B W

IDT

H

11’-

11 3

/4 "

FO

R 1

2’-

0" S

LA

B W

IDT

H

13

’-1

1 3

/4 "

FO

R 1

4’-

0" S

LA

B (

SH

IFT

AS

SE

MB

LY

A M

AX

IMU

M O

F 6

" O

FF

CE

NT

ER

OF

12

’-0

" S

LA

B W

IDT

H)

1" J

OIN

T F

ILL

ER

1 1

/2 "

(<

1/2

")

1 1

/2 "

(<

1/2

")

13

SP

AC

ES

@ 1

’-0

" =

13

’-0

" F

OR

14

’-0

" S

LA

B W

IDT

H

13

’-3

" F

OR

14

’-0

" S

LA

B W

IDT

H

NO

TE

:

FO

R N

ON

-PE

NE

TR

AB

LE

P

AV

EM

EN

T B

AS

ES

, 1/2

P

AV

EM

EN

T

TH

ICK

NE

SS

(<

1

/2 "

) D

IME

NS

ION

S

HA

LL

BE

M

EA

SU

RE

D

FR

OM

TH

E B

OT

TO

M O

F T

HE

PR

OT

RU

DIN

G L

EG

OF

TH

E S

IDE

SU

PP

OR

T W

IRE

TO

TH

E C

EN

TE

R L

INE

OF

TH

E D

OW

EL

.

MA

XIM

UM

NO

M. D

IA. 0.1

77"

FIL

LE

R S

PA

CE

R W

IRE

(T

YP

.)

(MIN

IMU

M 2

2 R

EQ

UIR

ED

)

R-40-H

PL

AC

E

FIL

LE

R S

PA

CE

R W

IRE

M

IDW

AY

BE

TW

EE

N

DO

WE

L B

AR

S

(DIM

EN

SIO

N M

AY

BE

MO

DIF

IED

TO

FA

CIL

ITA

TE

FA

BR

ICA

TIO

N,

PR

OV

IDE

D A

M

INIM

UM

C

LE

AR

AN

CE

OF

2" IS

MA

INT

AIN

ED

BE

TW

EE

N D

OW

EL

BA

R A

ND

FIL

LE

R S

PA

CE

R W

IRE

. M

AX

IMU

M

UN

SU

PP

OR

TE

D L

EN

GT

H S

HA

LL

NO

T E

XC

EE

D 1

2")

NO

TE

: F

ILL

ER

SP

AC

ER

WIR

E M

AY

BE

LO

CA

TE

D A

BO

VE

OR

BE

LO

W T

OP

LO

NG

ITU

DIN

AL

SP

AC

ER

WIR

ES

ST

AK

E S

HA

LL

EN

GA

GE

BO

TT

OM

LO

NG

ITU

DIN

AL

SP

AC

ER

WIR

E. A

FT

ER

ST

AK

ING

,

TH

E B

OT

TO

M L

ON

GIT

UD

INA

L S

PA

CE

R W

IRE

SH

AL

L C

ON

TA

CT

TH

E B

AS

E M

AT

ER

IAL

AL

ON

G

ITS

E

NT

IRE

L

EN

GT

H.

F

OR

N

ON

-PE

NE

TR

AB

LE

P

AV

EM

EN

T

BA

SE

S,

PE

RM

AN

EN

T

CO

NC

RE

TE

AN

CH

OR

S

AN

D

ST

AC

KIN

G S

LIP

S

SH

AL

L B

E

US

ED

TO

SE

CU

RE

AS

SE

MB

LY

TO

BA

SE

, A

S A

PP

RO

VE

D B

Y T

HE

EN

GIN

EE

R.

EX

PA

NS

ION

CA

PS

PL

AC

ED

ON

FR

EE

EN

DS

OF

DO

WE

L B

AR

S (

AD

DE

D T

O U

NIT

IN

FIE

LD

)

7-19-20109-10-2010

Page 43: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

LOAD TRANSFER ASSEMBLIES

FOR TRANSVERSE JOINTS

42

FIE

LD

LO

CA

TIO

N O

F S

TA

KE

PL

AN

VIE

W O

F C

ON

TR

AC

TIO

N J

OIN

T A

SS

EM

BL

Y

1 1

/2 "

(<

1/2

")

1 1

/2 "

(<

1/2

")

DO

WE

L B

AR

SH

AL

L B

E A

RC

OR

RE

SIS

TA

NC

E

WE

LD

ED

TO

BA

SK

ET

AT

AL

TE

RN

AT

E E

ND

S

R-40-H

1 1

/2 "

(<

1/2

")

1 1

/2 "

(<

1/2

")

DO

WE

L B

AR

(T

YP

.)

11

SP

AC

ES

@ 1

’-0

" =

11

’-0

" F

OR

12

’-0

" S

LA

B W

IDT

H

11

’-3

" F

OR

12

’-0

" S

LA

B W

IDT

H

13

SP

AC

ES

@ 1

’-0

" =

13

’-0

" F

OR

14

’-0

" S

LA

B W

IDT

H

13

’-3

" F

OR

14

’-0

" S

LA

B W

IDT

H

ST

AK

E S

HA

LL

EN

GA

GE

BO

TT

OM

LO

NG

ITU

DIN

AL

SP

AC

ER

WIR

E. A

FT

ER

ST

AK

ING

,

TH

E B

OT

TO

M L

ON

GIT

UD

INA

L S

PA

CE

R W

IRE

SH

AL

L C

ON

TA

CT

TH

E B

AS

E M

AT

ER

IAL

AL

ON

G

ITS

E

NT

IRE

L

EN

GT

H.

F

OR

N

ON

-PE

NE

TR

AB

LE

P

AV

EM

EN

T

BA

SE

S,

PE

RM

AN

EN

T

CO

NC

RE

TE

AN

CH

OR

S

AN

D

ST

AC

KIN

G S

LIP

S

SH

AL

L B

E

US

ED

TO

SE

CU

RE

AS

SE

MB

LY

TO

BA

SE

, A

S A

PP

RO

VE

D B

Y T

HE

EN

GIN

EE

R.

SE

CT

IO

N A

-A

AA

NO

TE

: S

HIP

PIN

G T

IE W

IRE

S M

AY

BE

LO

CA

TE

D A

BO

VE

OR

BE

LO

W T

OP

LO

NG

ITU

DIN

AL

SP

AC

ING

WIR

ES

.

SH

IPP

ING

TIE

WIR

E (

TY

P.)

6 W

IRE

S F

OR

12’-

0" S

LA

B W

IDT

H

7 W

IRE

S F

OR

14

’-0

" S

LA

B W

IDT

H

LO

CA

TE

D B

ET

WE

EN

EV

ER

Y O

TH

ER

DO

WE

L B

AR

7-19-20109-10-2010

Page 44: Michigan dot standard_plan_distribution

+ 1"

- 1/4 "

END VIEW OF EXPANSION JOINT ASSEMBLY

1" JOINT FILLER

(ADDED TO ASSEMBLY

IN FIELD)

NOTE: FILLER SPACER WIRE MAY BE LOCATED ABOVE OR BELOW TOP LONGITUDINAL SPACER WIRES

3"

1’-7" MIN.

( )1’-6"1"

MIN.

3"

TOP OF PAVEMENT BASE

1/2

"

NOM. DIA. 0.243"

LONGITUDINAL FILLER SUPPORT WIRE

NOM. DIA. 0.243"

JOINT FILLER SUPPORT WIRE

MINIMUM 1 1/2 "

SEE NOTES SHEET 4 OF 4

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

LOAD TRANSFER ASSEMBLIES

FOR TRANSVERSE JOINTS

43

+ 1"

- 1/4 "

END VIEW OF CONTRACTION JOINT ASSEMBLY

3"

1’-7" MIN.

TOP OF PAVEMENT BASE

( )1’-6"

R-40-H

MINIMUM 1 1/2 "

SEE NOTES SHEET 4 OF 4

1/2

P

AV

EM

EN

T

TH

ICK

NE

SS

(<

1/2

")

1/2

P

AV

EM

EN

T

TH

ICK

NE

SS

(<

1/2

")

STAKE DETAIL

A SINGLE WIRE MAY BE USED IN LIEU OF STAKE DETAIL SPECIFIED

PROVIDED A NOM. DIA. 0.319" WIRE IS USED AND BENT INTO A

HOOK AT TOP END TO CONFORM TO DETAIL

1’-

7"

WH

EN

OP

EN

-GR

AD

ED

DR

AIN

AG

E C

OU

RS

E I

S U

SE

D

2"1 1

/2 "

1/2

"

1’-3"

POINT IS OPTIONAL

NOM. DIA. 0.319" WIRE

NOM. DIA. 0.211" WIRE

45^

EPOXY COATED

DOWEL BAR

EPOXY COATED

DOWEL BAR

EPOXY COATING

NOT NEEDED

(FIXED END ONLY)

EPOXY COATING

NOT NEEDED

(FIXED END ONLY)

UN

IFO

RM

LY

AL

IGN

ED

WIT

HIN

1/4

" F

OR

TH

E E

NT

IRE

LE

NG

TH

OF

TH

E B

AR

UN

IFO

RM

LY

AL

IGN

ED

WIT

HIN

1/4

" F

OR

TH

E E

NT

IRE

LE

NG

TH

OF

TH

E B

AR

MAXIMUM NOM. DIA. 0.177"

SHIPPING TIE WIRE

REMOVE FILLER SPACER WIRE

BETWEEN JOINT FILLER SUPPORT

WIRES PRIOR TO INSTALLING

THE JOINT FILLER

NOTE: SHIPPING TIE WIRE MAY BE LOCATED ABOVE OR BELOW TOP LONGITUDINAL SPACER WIRES

EXPANSION CAP

(SEE STANDARD

SPECIFICATIONS)

NOM. DIA. 0.177"

FILLER SPACER WIRE

7-19-20109-10-2010

Page 45: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

LOAD TRANSFER ASSEMBLIES

FOR TRANSVERSE JOINTS

44R-40-H

3/8

" M

IN.

1/2

" M

AX

.

SIDE SUPPORT WIRE DETAIL

U - LEG OPTION

2

SIDE SUPPORT WIRE RADIUS =

DOWEL BAR DIA. + 1/8 " TO 3/16 "

ARC OR RESISTANCE WELDNOM. DIA. 0.243"

SIDE SUPPORT WIRE

NOM. DIA. 0.306" TOP

LONGITUDINAL SPACER WIRE

NOM. DIA. 0.306" BOTTOM

LONGITUDINAL SPACER WIRE

DOWEL BAR SHALL BE ARC OR

RESISTANCE WELDED TO BASKET AT

ALTERNATE ENDS AS SPECIFIED IN

PLAN VIEW ON SHEET 2

3/8

" M

IN.

1/2

" M

AX

.

SIDE SUPPORT WIRE DETAIL

J - LEG OPTION

2

SIDE SUPPORT WIRE RADIUS =

DOWEL BAR DIA. + 1/8 " TO 3/16 "

ARC OR RESISTANCE WELDNOM. DIA. 0.243"

SIDE SUPPORT WIRE

NOM. DIA. 0.306" TOP

LONGITUDINAL SPACER WIRE

NOM. DIA. 0.306" BOTTOM

LONGITUDINAL SPACER WIRE

DOWEL BAR SHALL BE ARC OR

RESISTANCE WELDED TO BASKET AT

ALTERNATE ENDS AS SPECIFIED IN

PLAN VIEW ON SHEET 2

SIDE SUPPORT WIRE DETAIL

V - LEG OPTION

5 1/2 "

BEND LEG VERTICAL FOR

OUTERMOST DOWELS

NOM. DIA. 0.243"

SIDE SUPPORT WIRE

NOM. DIA. 0.306" TOP

LONGITUDINAL SPACER WIRE

NOM. DIA. 0.306" BOTTOM

LONGITUDINAL SPACER WIRE

DOWEL BAR SHALL BE ARC OR

RESISTANCE WELDED TO BASKET AT

ALTERNATE ENDS AS SPECIFIED IN

PLAN VIEW ON SHEET 22

SIDE SUPPORT WIRE RADIUS =

DOWEL BAR DIA. + 1/8 " TO 3/16 "

3/8

" M

IN.

1/2

" M

AX

.

ARC OR RESISTANCE WELD

DOWEL BARS SHALL BE COATED WITH EPOXY COATING ACCORDING TO AASHTO

SPECIFICATION M 284. CUT ENDS ARE NOT REQUIRED TO BE COATED.

DOWEL BAR DIAMETER PAVEMENT THICKNESS

1 1/4 "

1 1/2 "

DOWEL BARS:

1"

8" - 10"

GREATER THAN 10"

6" - LESS THAN 8"

DOWEL BARS SHALL BE ALIGNED PARALLEL TO EACH OTHER IN THE ASSEMBLY

ON 1’-0" (< 1/2 ") CENTERS.

NOTES:

LOAD TRANSFER ASSEMBLIES SHALL BE PLACED AT RIGHT ANGLES TO THE

PAVEMENT CENTERLINE.

THE SIDE SUPPORT WIRE (U-LEG, J-LEG OR V-LEG) MAY BE INSTALLED ON

EITHER THE INSIDE OR THE OUTSIDE OF THE LONGITUDINAL SPACER WIRES.

THE DIMENSION FROM THE END OF THE DOWEL BAR TO THE CENTER OF THE

TOP LONGITUDINAL SPACER WIRE SHALL BE A MINIMUM OF 1 1/2 ". THIS

DIMENSION APPLIES TO SIDE SUPPORT WIRES INSTALLED ON EITHER THE

INSIDE OR THE OUTSIDE OF THE LONGITUDINAL SPACER WIRES.

EPOXY COATED DOWEL BARS ARE TO BE FACTORY COATED WITH A VISIBLE

COATING OF AN APPROVED BOND RELEASE AGENT, UNIFORMLY APPLIED

BY DIPPING AND WITHOUT EXCESSIVE DRIPS OR THICKNESS IN SUCH A

THICKNESS THAT ITS PRESENCE CAN BE READILY IDENTIFIED.

3

FOR PAVEMENTS WITH VARIABLE THICKNESS TRANSVERSLY ACROSS THE SLAB,

THE TOP AND BOTTOM SURFACES OF THE DOWEL BAR SHALL BE WITHIN THE

MIDDLE OF THE PAVEMENT THICKNESS, AS APPROVED BY THE ENGINEER.

DOWEL BARS SHALL BE PLACED AT MID DEPTH OF THE SLAB UNIFORMLY

ALIGNED WITHIN 1/4 " FOR THE ENTIRE LENGTH OF THE BAR.

WIRES:

ALL WIRES SPECIFIED (EXCEPT SHIPPING TIE WIRES) ARE MINIMUM NOMINAL

SIZES ALLOWED. (DO NOT EXCEED THE MAXIMUM NOMINAL DIAMETER OF

0.177" FOR SHIPING TIE WIRES.)

ALL WIRES SHALL CONFORM TO THE CURRENT SPECIFICATIONS FOR CARBON

STEEL WIRE FOR GENERAL USE, A.S.T.M. DESIGNATION A-853, GRADE 1008

OR GREATER. UNLESS OTHERWISE SPECIFIED, MINIMUM TENSILE STRENGTH

REQUIREMENTS SHALL BE 60 ksi.

ALL WIRE INTERSECTIONS ARE TO BE ARC OR RESISTANCE WELDED.

STAKES TYPICALLY APPLIED AT WORKING ENDS OF DOWELS WITH SUFFICIENT

INSTALLATIONS TO PREVENT UNIT FROM OVERTURNING UNDER LOAD.

DO NOT CUT FILLER SPACER WIRES AFTER THE LOAD TRANSFER ASSEMBLY IS

SET IN PLACE.

AFTER THE LOAD TRANSFER ASSEMBLY IS SET IN PLACE, DOWEL BARS SHALL

REMAIN ALIGNED (PARALLEL) WITH EACH OTHER IN THE VERTICAL AND

HORIZONTAL PLANES OF THE PAVEMENT TO WITHIN 1/4 " FOR THE ENTIRE

LENGTH OF THE BAR.

DOWEL BARS ARE TO BE ACCORDING TO THE STANDARD SPECIFICATIONS FOR

CONSTRUCTION.

METAL EXPANSION CAPS MUST BE ENTIRELY CLOSED AT ENDS BY CRIMPING.

PLASTIC CAPS MUST HAVE A POSITIVE STOP. DO NOT DRIVE CAPS BEYOND

THEIR STOP. EXPANSION CAPS MUST HAVE A SUITABLE STOP TO ENSURE

THAT THE END OF THE CAP MAINTAINS A DISTANCE OF 1" (EXPANSION) FROM

THE END OF THE DOWEL DURING CONCRETE PLACEMENT.

7-19-20109-10-2010

Page 46: Michigan dot standard_plan_distribution

LONGITUDINAL

PAVEMENT JOINTS

MAXIMUM ALLOWABLE LANE TIE SPACING

B.L.T.

W.K.P.

SAWED JOINT SEALED WITH

HOT - POURED RUBBER - ASPHALT

SAWED JOINT SEALED WITH

HOT - POURED RUBBER - ASPHALT

LONGITUDINAL BULKHEAD JOINT - SYMBOL ( B )

SYMBOL ( D ) AND ( S )

LONGITUDINAL LANE TIE JOINT - SYMBOL ( D )

LONGITUDINAL SMOOTH LANE TIE JOINT - SYMBOL ( S )

SYMBOL ( B )

R-41-F5-5-2010

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

ENGINEER OF DEVELOPMENT

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

ENGINEER OF DELIVERY

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

21

1/2 PAVEMENT

THICKNESS < 3/4 "

1’-3" < 2"

< 1

/8 "

1’-3" < 2"

1/2 PAVEMENT

THICKNESS < 3/4 "

TOP OF HOT-POURED

RUBBER-ASPHALT SEAL

1/4 " MIN.

1"

FIRST POUR

EDGE OF FIRST POUR

BENT TIE BARAPPROXIMATELY 90^

AFTER STRAIGHTENING

BENT TIE BAR

EPOXY COATED #5 DEFORMED BAR

2’-6" LONG (TYP.)

MAXIMUM ALLOWABLE

LANE TIE

SPACIN

G

(SPECIF

IED B

ELOW)

SURFACE OF FINISHED PAVEMENT

ALL SYMBOL (B) JOINTS SHALL BE SAWED AND SEALED EXCEPT JOINTS WITHOUT LANE TIES

AND JOINTS ADJACENT TO VERTICAL FACES WHICH WOULD PROHIBIT SAWING.

SURFACE OF

FINISHED

PAVEMENT

6" 6"

SAWED JOINTPAVEMENT REINFORCEMENT (TYP.)

(NOT CARRIED THROUGH JOINT)

SEE NOTES SHEET 2 OF 2

TOP OF HOT-POURED

RUBBER-ASPHALT SEAL

1/4 " MIN.

< 1

/8 "

1"

PA

VE

ME

NT

TH

ICK

NE

SS

1/8 " RELIEF CUT

* TOTAL DISTANCE OF TIED JOINT

FROM NEAREST FREE EDGE * INCLUDES ANY TIED COMBINATION OF LANE WIDTH, VALLEY GUTTER,

CURB & GUTTER, OR SHOULDER

12’ OR LESS

1’-1"1’-1"

1’-2"

1’-2"

1’-4"

1’-5"

1’-9"

1’-11"

1’-11" 2’-7"

2’-10" 3’-7"

OVER 12’ THROUGH 17’

OVER 17’ THROUGH 24’

OVER 24’ THROUGH 28’

OVER 28’ THROUGH 36’

36’ OR GREATER **

** FOR WIDTHS GREATER THAN 48’ USE #6 DEFORMED BARS AT 1’-2"

SPACING.

(B)

GRADE 40

SYMBOL (D) AND SYMBOL (S) TIE BARS SHALL BE PLACED AT THE PROPER SPACING

LONGITUDINALLY, AND TRANSVERSELY AT 90^ WITH THE JOINT.

MAXIMUM ALLOWABLE

LANE TIE SPACING

SYMBOLS (B), (D), (L2), AND (S)

(D), (L2), AND (S)

GRADE 60

PA

VE

ME

NT

TH

ICK

NE

SS

+ STRAIGHT TIE BAR

+ EPOXY COATED #5 DEFORMED BAR 2’-6" LONG FOR SYMBOL (D)

EPOXY COATED #5 SMOOTH BAR 2’-6" LONG FOR SYMBOL (S)

(MAXIMUM ALLOWABLE LANE TIE SPACING SPECIFIED BELOW)

3

9-10-2010

Page 47: Michigan dot standard_plan_distribution

METHOD OF EDGING

SYMBOL ( L2 )

LONGITUDINAL BULKHEAD JOINT

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

LONGITUDINAL

PAVEMENT JOINTS

R-41-F5-5-2010

22

ALL STRAIGHT TIE BARS SHALL BE EPOXY COATED ACCORDING TO THE CURRENT

STANDARD SPECIFICATIONS FOR EPOXY COATED STEEL REINFORCEMENT FOR

STRUCTURES.

WHEN LANE TIES ARE GROUTED INTO AN EXISTING PAVEMENT, THE GROUT

SHALL BE SELECTED FROM THE PREQUALIFIED MATERIALS LISTED IN THE

DEPARTMENT’S "MATERIALS SAMPLING GUIDE" FOR LANE TIES.

IN ORDER TO AVOID CONFLICT WITH THE LOAD TRANSFER ASSEMBLY, THE

PLACEMENT OF THE END LANE TIE ADJACENT TO ANY TRANSVERSE JOINT SHALL

BE AS FOLLOWS:

1. WHEN MAXIMUM ALLOWABLE LANE TIE SPACING EXCEEDS 3’-4", PLACE

FIRST AND LAST LANE TIE HALF THE MAXIMUM ALLOWABLE LANE TIE

SPACING FROM JOINT.

2. WHEN MAXIMUM ALLOWABLE LANE TIE SPACING IS LESS THAN 3’-4",

PLACE FIRST AND LAST LANE TIE A MINIMUM OF 1’-8" FROM JOINT.

IT MAY BE NECESSARY TO ADJUST THE LAST THREE LANE TIE SPACINGS TO

ENSURE UNIFORM LOADING RESISTANCE ALONG THE LONGITUDINAL JOINT.

FOR THE USE AND PLACEMENT OF STEEL REINFORCEMENT, SEE STANDARD PLAN

R-45-SERIES.

NOTES:

ALL LANE TIE BARS SHALL BE DEFORMED EXCEPT SYMBOL (S) WHICH WILL BE

SMOOTH

THE INSTALLATION OF LANE TIE BARS AND THE SAWING OF LONGITUDINAL

JOINTS WILL NOT BE REQUIRED FOR TEMPORARY CONCRETE PAVEMENT UNLESS

SPECIFIED ON PLANS OR IN THE PROPOSAL. THE EDGING OF TEMPORARY

CONCRETE PAVEMENT WILL NOT BE REQUIRED.

FOR JOINT LAYOUT DETAILS, SEE STANDARD PLAN R-42-SERIES.

SAWING PROCEDURES AND RELATED OPERATIONS ARE DESCRIBED IN THE

CURRENT STANDARD SPECIFICATIONS.

NO SAWED OR SEALED JOINT SHALL BE CONSTRUCTED BETWEEN THE PAVEMENT

AND CURB OR PAVEMENT AND CURB AND GUTTER, WHERE THESE ITEMS ARE CAST

INTEGRALLY.

WHEN JOINTED PLAIN CONCRETE IS SPECIFIED AT INTERSECTIONS SYMBOL (S)

JOINTS ARE TO BE USED FOR THE LONGITUDINAL JOINT BETWEEN THE THE E2

JOINT AT THE SPRINGPOINT OF THE SIDE STREET AND THE THROUGH LANE

GUTTER PAN LINE. WHEN THE E2 JOINT IS MOVED TO THE THROUGH LANE

GUTTER PAN LINE USE SYMBOL (D) JOINT AS NORMALLLY REQUIRED.

THE FIRST SLAB SHALL BE EDGED

WITH AN EDGER HAVING A 3/4 " LIP

AND A RADIUS OF 1/8 " TO 1/4 "

EDGING TOOL SHALL BE 6" x 12"

AND SHALL HAVE A 1" LIP WITH

A RADIUS OF 1/8 " TO 1/4 "

FOR WIDENING EXISTING CONCRETE PAVEMENT OR CONCRETE BASE COURSE (USING EPOXY ANCHORED LANE TIES)

NOTE:

SYMBOL (L2) JOINT USED FOR WIDENING CONCRETE PAVEMENTS

WITHOUT HMA OVERLAYS SHALL BE SAWED AND SEALED ACCORDING

TO THE SYMBOL (B) JOINT.

THE LONGITUDINAL JOINT USED FOR WIDENING EXISTING CONCRETE BASE COURSE

OR CONCRETE PAVEMENT HAVING A HMA SURFACE SHALL HAVE EPOXY ANCHORED

LANE TIES PLACED AS SPECIFIED.

TAPERED PAVEMENT THICKNESS OVER THE DISTANCE OF PAVEMENT WIDENING OR

IN ONE LANE WIDTH WHEN WIDENING IS FOR TWO OR MORE LANES.

PA

VE

ME

NT

TH

ICK

NE

SS

7" < 1/2 "

3

PROPOSED PAVEMENT WIDENING

TO BE CAST AFTER LANE TIE HAS BEEN GROUTED INTO EXISTING PAVEMENT

LOAD TRANSFER ASSEMBLY

(SEE STANDARD PLAN R-40-SERIES)

MINIMUM DEPTH OF RELIEF CUT IN CONTRACTION

JOINTS IS PAVEMENT THICKNESS. CARE

MUST BE TAKEN TO AVOID CUTTING DOWEL BARS.

1/2 PAVEMENT

THICKNESS < 3/4 "

2 1/

2 "

BOTTOM OF CONTRACTION JOINT OR TOP OF 1" EXPANSION JOINT

FILLER, WHEN EXPANSION JOINT FILLER IS USED (JOINT FILLER

SHALL EXTEND TO BOTTOM OF PAVEMENT GRADE)

DRILL 3/4 " DIAMETER HOLE INTO EXISTING PAVEMENT AND

GROUT-IN-PLACE #5 EPOXY COATED DEFORMED BAR 1’-6"

LONG, SPACED ACCORDING TO THE SYMBOL (D) JOINT.

EXISTING HMA

SURFACED PAVEMENT

TOP OF PAVEMENT

WHERE NO HMA

OVERLAY IS USED

9-10-2010

Page 48: Michigan dot standard_plan_distribution
Page 49: Michigan dot standard_plan_distribution
Page 50: Michigan dot standard_plan_distribution

B.L.T.

W.K.P. 21

JOINTED PLAIN

CONCRETE PAVEMENT

12’

14’

16’12" OR MORE

PAVEMENT

THICKNESS

6 1/2 " TO 8 3/4 "

9" TO 11 3/4 "

JOINT LEGEND

ACCORDING TO STANDARD PLAN R-39P-SERIES

(Cp) TRANSVERSE CONTRACTION JOINT

(E2) 1" TRANSVERSE EXPANSION JOINT WITH LOAD TRANSFER ASSEMBLY

(E3) 1" TRANSVERSE EXPANSION JOINT WITHOUT LOAD TRANSFER ASSEMBLY

(D1) TRANSVERSE PLANE OF WEAKNESS JOINT

E3

E3

Cp

Cp

Cp

Cp

Cp

Cp

E3

E3

E2

Cp

Cp

Cp

Cp

Cp

Cp

Cp

Cp

Cp

Cp

E2

E3

E3

185’ OR LESS

ST

RU

CT

UR

E O

R R

AIL

RO

AD

CR

OS

SIN

G A

T G

RA

DE

ST

RU

CT

UR

E O

R R

AIL

RO

AD

CR

OS

SIN

G A

T G

RA

DE

MORE THAN 185’ THROUGH 485’

ST

RU

CT

UR

E O

R R

AIL

RO

AD

CR

OS

SIN

G A

T G

RA

DE

ST

RU

CT

UR

E O

R R

AIL

RO

AD

CR

OS

SIN

G A

T G

RA

DE

ST

RU

CT

UR

E O

R R

AIL

RO

AD

CR

OS

SIN

G A

T G

RA

DE

MORE THAN 485’ THROUGH 810’

E3

E3

E2

E2

Cp

Cp

Cp

Cp

Cp

Cp

Cp

Cp

Cp

E3

E3

E2

E2

Cp

Cp

Cp

Cp

Cp

Cp

Cp

Cp

Cp

E3

E3

ST

RU

CT

UR

E O

R R

AIL

RO

AD

CR

OS

SIN

G A

T G

RA

DE

E2

MORE THAN 810’

E2

PLAN VIEW SHOWING TRANSVERSE JOINT LOCATIONS

MIN.

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

ENGINEER OF DEVELOPMENT

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

ENGINEER OF DELIVERY

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

REINFORCED CONCRETE PAVEMENT ADJACENT TO BRIDGE REFERENCE LINE OR SLEEPER SLAB

NOTE:

SEE SHEET 2 FOR DETAIL OF JOINT SPACING

WITH INTEGRAL / SEMI-INTEGRAL ABUTMENTS

AND SLEEPER SLAB.

LOCATION OF TRANSVERSE JOINTS

IN PLAIN CONCRETE PAVEMENT

6’-0"

MIN.

6’-0"

SHLD

JOINTS AT SPACING SPECIFIED IN TABLE

Cp

Cp

JOINTS AT SPACING SPECIFIED IN TABLE

E2

Cp

Cp

Cp

Cp

Cp

Cp

Cp

Cp

Cp

E2

E2

Cp

Cp

Cp

Cp

Cp

Cp

Cp

Cp

Cp

E2

JOINT

SPACING

JOINTS AT SPACING SPECIFIED IN TABLE

JOINTS AT SPACING

SPECIFIED IN TABLE

5-5-2010 R-43-H

20’ 20’ 20’

SHLD

20’

20’ 20’

20’

E3

E3

ST

RU

CT

UR

E O

R R

AIL

RO

AD

CR

OS

SIN

G A

T G

RA

DE

MIN.

6’-0"

SHLD

20’

9-10-2010

Page 51: Michigan dot standard_plan_distribution

22

LOCATION OF TRANSVERSE JOINTS

IN PLAIN CONCRETE PAVEMENT

NOTES:

UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DIRECTED BY THE ENGINEER,

TRANSVERSE JOINTS SHALL BE PLACED AS SPECIFIED ON THIS STANDARD PLAN

AND ON CURRENT STANDARD PLAN R-42-SERIES.

JOINTS ABUTTING RAILROAD TRACKS SHALL BE AS SPECIFIED ON CURRENT

STANDARD PLAN R-121-SERIES.

EXPANSION JOINTS SHALL ONLY BE PLACED AT STRUCTURES, INTERSECTIONS

AND SPECIFIED LOCATIONS.

E2

D1

2’

E3 E2

E3

D1

* D

1*

D1

12’-0"

MIN.

Y

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

2’

2’

1/2 " x 1/4 " WIDE (MIN.)

SAWED JOINT

E3

E2 OR Cp AS PER

SKETCHES ON SHEET 1

JOINT SPACING WITH

INTEGRAL / SEMI-INTEGRAL ABUTMENTS AND SLEEPER SLABS

SLEEPER SLAB

STRUCTURE AT GRADE

20’ TYPICAL

OR AS SHOWN ON

THE BRIDGE PLANS

REINFORCED CONCRETE APPROACH SLAB

AS DETAILED ON THE BRIDGE PLANS

EJ3 O

R E

J4

E2

E2

E2

2 LANE SEVERE SKEW DETAIL 3 LANE SEVERE SKEW DETAILUSE WHEN X IS GREATER THAN OR EQUAL TO 20’

* USE WHEN Y IS GREATER THAN OR EQUAL TO 20’( (

E4

6’-0" MIN.

SHOULDERE4

6’-0" MIN.

SHOULDER

MAXIMUM JOINT SPACING SHALL NOT EXCEED THE DISTANCE SPECIFIED. WHEN

A JOINT SPACING ADJUSTMENT IS REQUIRED, IT SHALL BE MADE BETWEEN

CONTRACTION JOINTS WITH THE ADJUSTED SPACE BEING NOT LESS THAN

6’-6".

5-5-2010 R-43-H

PERPENDICULAR

TO SKEW

2’

X

BD

D1

BD

D1

D1

PERPENDICULAR

TO SKEW2’

PERPENDICULAR

TO SKEW

PERPENDICULAR

TO SKEW

PERPENDICULAR

TO SKEW

D1

D1

D1

X

BD

D1

D1

BD

20’ 2’

(USE WHEN X IS GREATER THAN OR EQUAL TO 20’)

9-10-2010

Page 52: Michigan dot standard_plan_distribution

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

ENGINEER OF DEVELOPMENT

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

ENGINEER OF DELIVERY

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

CONCRETE PAVEMENT REPAIR

1R-44-F

6

B.L.T.

W.K.P.

JOINT TYPES AS SPECIFIED ON PLANS

1st

POUR

EXISTING DISTRESSED CONCRETE PAVEMENT

TO BE REMOVED AND REPLACED WHEN 1st

POUR IS COMPLETE

JOINT TYPES AS SPECIFIED ON PLANS

METAL OR 2" NOMINAL THICKNESS WOOD FORM

1/4 " HARDBOARD OR EQUIVALENT AS

BOND BREAKER

JOINT TYPES AS SPECIFIED ON PLANS

ONE LANE REPAIRS

(2 - LANE ROADWAY SHOWN)

ALL LANES REPAIRED

(2 - LANE ROADWAY SHOWN)

1/4 " HARDBOARD OR EQUIVALENT TO BRIDGE

BROKEN JOINT OR SPALLED AREAS TO

MAINTAIN CENTERLINE ALIGNMENT

1st

POUR

EXISTING DISTRESSED CONCRETE PAVEMENT

TO BE REMOVED AND REPLACED WHEN 1st

POUR IS COMPLETE

1/4 " HARDBOARD OR EQUIVALENT TO BRIDGE

BROKEN JOINT OR SPALLED AREAS TO

MAINTAIN CENTERLINE ALIGNMENT

1/4 " HARDBOARD OR EQUIVALENT AS BOND

BREAKER WHEN PLACING SECOND POUR

MORE THAN ONE LANE REPAIRED

BUT REPAIR LESS THAN FULL WIDTH

(3 - LANE ROADWAY SHOWN)

FORMING REQUIREMENTS FOR

CAST-IN-PLACE REPAIRS 12’-0" OR LESS

METAL OR 2" NOMINAL THICKNESS WOOD FORM

METAL OR 2" NOMINAL THICKNESS WOOD FORM

FORMING NOTES:

STAKES USED TO HOLD HMA FILLER OR HARDBOARD IN PLACE DURING CONCRETE

PLACEMENT SHALL BE REMOVED BEFORE SCREEDING THE CONCRETE.

ADJACENT LANE REPAIRS MAY BE CAST INTEGRALLY, WHEN APPROVED BY THE ENGINEER.

REPAIR LENGTH

4" TO 6"

(MIN. TAPER)

PLAN OF SAWING DIAGRAM

53

1 2

4

THIS METHOD OF REMOVING DISTRESSED CONCRETE SHALL BE USED

IN CONJUNCTION WITH FULL DEPTH CAST-IN-PLACE REPAIRS LESS

THAN 50’-0" LONG AND IS OPTIONAL FOR REPAIRS OVER 50’-0"

IN LENGTH.

THIS FULL DEPTH SAW CUT IS MADE TO FACILITATE OPENING A

TRENCH ACROSS THE SLAB TO RELIEVE COMPRESSION IN THE

PAVEMENT PRIOR TO LIFTING OUT THE FAILED AREA. THIS SAW

CUT MAY BE OMITTED PROVIDED NO SPALLING OF THE REMAINING

CONCRETE OCCURS. IF SPALLING DOES OCCUR, THE CONTRACTOR

WILL BE REQUIRED TO MAKE THIS SAW CUT ON SUBSEQUENT

REPAIRS. WHEN THIS SAW CUT IS USED AND THE ADJACENT LANE

IS NOT REPAIRED, NO OVERCUTTING INTO THAT LANE SHALL BE

MADE.

IF REQUIRED, INTERMEDIATE SAW CUTS MAY BE MADE TO REMOVE

A SECTION OF PAVEMENT LANE WHICH IS OVER 6’-0" IN LENGTH,

TO PERMIT LOADING INTO THE HAULING UNITS.

ADDITIONAL SAW CUTS, AT CONTRACTOR’S EXPENSE, MAY BE MADE

INSIDE THE REPAIR LIMITS TO REDUCE 6’-0" BY 12’-0" OR

LESS SLABS INTO SMALLER PIECES TO FACILITATE REMOVAL.

THIS LONGITUDINAL FULL DEPTH SAW CUT IS MADE BETWEEN

LANES OR BETWEEN ANY COMBINATION OF THE FOLLOWING: LANE,

RAMP, CURB, CONCRETE SHOULDER, OR PARTIAL LANE WIDTH

REPAIR.

2&1

3

4

5

SAWING DIAGRAM & LIFT PIN

FOR REMOVING OLD SLAB

SCHEMATIC OF TYPICAL

LIFT PIN ASSEMBLY

HANDLE

LOCKING KEY LIFT PIN

THESE SAW CUTS SHALL BE FULL DEPTH AND PERPENDICULAR TO

THE EDGE OF THE ROADWAY, WITHIN A TOLERANCE OF 1". NO

OVERCUTTING INTO ADJACENT LANES SHALL BE MADE UNLESS THE

OVERCUT IS WITHIN THE LIMITS OF A SUBSEQUENT REPAIR TO

THE ADJACENT LANE. SHOULDER OVERCUTS WILL BE ALLOWED.

8-9-20109-10-2010

Page 53: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

CONCRETE PAVEMENT REPAIR

R-44-F62

1/2 PAVEMENT

THICKNESS <

PA

VE

ME

NT

TH

ICK

NE

SS

9" < 1/2 "

EXISTING CONCRETE

1"

CAST-IN-PLACE REPAIR JOINTS USING

GROUTED DOWEL OR DEFORMED BARS

* DRILL 1 3/8 " DIAMETER HOLE INTO

EXISTING CONCRETE PAVEMENT AND

GROUT-IN-PLACE #9 x 1’-6" LONG

EPOXY COATED DEFORMED BARS

CONCRETE REPAIR

(4’-0" MIN. LENGTH)

* DRILL 1 3/8 " DIAMETER HOLE INTO

EXISTING CONCRETE PAVEMENT AND

GROUT-IN-PLACE 1 1/4 " DIAMETER

x 1’-6" LONG EPOXY COATED BARS

1/8 " TO 1/4 " R

* EXPANSION CAP

* FIBER JOINT FILLER

HOT-POURED

RUBBER-ASPHALT

SEALANT 1" x 1"

* SEE SHEET 3 OF 6 FOR BAR SPACING

AND SHEET 6 OF 6 FOR NOTES.

EXPANSION JOINT, Erg

1/2 PAVEMENT

THICKNESS <

PA

VE

ME

NT

TH

ICK

NE

SS

9" < 1/2 "

EXISTING CONCRETE

1/4 "

CONCRETE REPAIR

(4’-0" MIN. LENGTH)

* DRILL 1 3/8 " DIAMETER HOLE INTO

EXISTING CONCRETE PAVEMENT AND

GROUT-IN-PLACE 1 1/4 " DIAMETER

x 1’-6" LONG EPOXY COATED BARS

1 1/

2 "

CONTRACTION JOINT, Crg

1/2 PAVEMENT

THICKNESS <

PA

VE

ME

NT

TH

ICK

NE

SS

9" < 1/2 "

EXISTING CONCRETE

CONCRETE REPAIR

(4’-0" MIN. LENGTH)

TIED JOINT, Trg

1" MIN. THICKNESS WOOD FORM TO

ESTABLISH INDEPENDENT ALIGNMENT

JOINT TYPES AS SPECIFIED ON PLANS

METAL OR 2" NOMINAL THICKNESS WOOD FORM

1st

POUR

EXISTING DISTRESSED CONCRETE PAVEMENT

TO BE REMOVED AND REPLACED WHEN 1st

POUR IS COMPLETE

JOINT TYPES AS SPECIFIED ON PLANS

METAL OR 2" NOMINAL THICKNESS WOOD FORM

1/4 " HARDBOARD OR EQUIVALENT AS

BOND BREAKER

1" MIN. THICKNESS WOOD FORM TO

ESTABLISH INDEPENDENT ALIGNMENT

JOINT TYPES AS SPECIFIED ON PLANS

METAL OR 2" NOMINAL THICKNESS WOOD FORM

1st

POUR

EXISTING DISTRESSED CONCRETE PAVEMENT

TO BE REMOVED AND REPLACED WHEN 1st

POUR IS COMPLETE

WHEN OFFSET IS GREATER THAN 6’-0" PLACE (C2) JOINT

IN LINE WITH ADJACENT LANE REPAIR JOINT.

1/4 " HARDBOARD OR EQUIVALENT

AS BOND BREAKER

ONE LANE REPAIRS

(2 - LANE ROADWAY SHOWN)

ALL LANES REPAIRED

(2 - LANE ROADWAY SHOWN)

MORE THAN ONE LANE REPAIRED

BUT REPAIRS ARE OFFSET

(3 - LANE ROADWAY SHOWN)

FORMING REQUIREMENTS FOR

CAST-IN-PLACE REPAIRS GREATER THAN 12’-0"

FORMING NOTES:

WHERE REPAIRS LONGER THAN 12’-0" ARE REQUIRED, A NEW GRADE MUST BE ESTABLISHED

ALONG THE OLD PAVEMENT INNER JOINT LINE INDEPENDENT OF THE OLD PAVEMENT SURFACE,

SO THAT SCREEDING MAY BE DONE PERPENDICULAR TO THE CENTERLINE AND INDEPENDENT OF

THE OLD PAVEMENT GRADE.

STAKES USED TO HOLD HMA FILLER OR HARDBOARD IN PLACE DURING CONCRETE PLACEMENT

SHALL BE REMOVED BEFORE SCREEDING THE CONCRETE.

ADJACENT LANE REPAIRS MAY BE CAST INTEGRALLY, WHEN APPROVED BY THE ENGINEER.

BACKER ROD

(BELOW SEALANT)1 3/

8 "

HOT-POURED

RUBBER-ASPHALT

SEALANT 1/4 " x 1"

8-9-20109-10-2010

Page 54: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

CONCRETE PAVEMENT REPAIR

R-44-F63

1’-0" 1’-0" 1’-0" 1’-0" 1’-0" 2’-0" 1’-0" 1’-0" 1’-0" 1’-0" 1’-0"

1/2 PAVEMENT

THICKNESS <

PAVEMENT

THICKNESS

1 3/8 " DIAMETER HOLES (TYP.)

DOWEL OR DEFORMED BAR SPACING FOR CONCRETE REPAIRS

7"

< 1/2 "

PAVEMENT TO BE CAST AFTER LANE TIE

IS GROUTED INTO EXISTING PAVEMENT EXISTING CONCRETE PAVEMENT

DRILL 3/4 " DIAMETER HOLE INTO THE EXISTING

PAVEMENT AND GROUT-IN-PLACE #5 x 1’-6" LONG

EPOXY COATED DEFORMED BARS

1/2 PAVEMENT

THICKNESS <

PA

VE

ME

NT

TH

ICK

NE

SS

EPOXY ANCHORED LANE TIE

EXISTING 12’-0" OR 14’-0" (LANES LESS THAN 12’-0" REDUCE CENTER SPACE ACCORDINGLY)

OR

3’-0"

OR

3’-0"

Crg (future)

CrgCrg

Crg (future)

4’ TO 6’ CENTERED

ON ORIGINAL JOINT

EXISTING

JOINT SPACING

EXISTING

JOINT SPACING

OR

FIRST POUR

SECOND POUR

OR

EXISTING

JOINT SPACING

EXISTING

JOINT SPACING

CrgCrg

EXISTING

JOINT

2’ MIN.

4’ MAX.

6’ TO 15’

EXISTING

JOINT SPACING

EXISTING

JOINT SPACING

EXISTING

JOINT

CrgCrg

OR

ALIGN Cp WITH

EXISTING JOINT

EXISTING

JOINT SPACING

EXISTING

JOINT SPACING

CrgCrg

CrgCrgOR

ALIGN Cp WITH

Crg

SINGLE LANE OR FULL WIDTH REPAIR

REPAIR LENGTH 6’ - 15’ WITH

ONE JOINT NEAR AN EXISTING JOINT

(SINGLE LANE REPAIR)

OFFSETTING LANE REPAIRS WITH Cp JOINTREPAIR LENGTHS OVER 15’ WITH Cp JOINT

(SINGLE LANE REPAIR)

NOTE:

THE HOLE SPACING MAY BE ADJUSTED 1" HORIZONTALLY, RAISED 1/2 ", OR LOWERED

1/2 " FROM THE ABOVE LOCATIONS TO AVOID DRILLING INTO THE REINFORCEMENT.

4’ TO LESS THAN 15’ 4’ TO LESS THAN 15’

8-9-20109-10-2010

Page 55: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

CONCRETE PAVEMENT REPAIR

R-44-F64

Crg

CrgCrg

Crg

EXISTING LONG JOINT SPACING

USE LANE TIES

OR

4’

TO

15’NEW 15’ JOINT SPACING

PLACE Cp

EVERY 15’

ALIGN Cp

WITH Crg

LONG REPAIR SHOWING

Cp JOINT ALIGNMENTS AND LANE TIES

EXISTING

JOINT SPACING

EXISTING

JOINT SPACING

OVER 10’

BUT LESS

THAN 15’

Crg

Crg

Crg

Crg

Crg

Crg

Cp

OVER 15’

PLACE Cp

EVERY 15’

FULL WIDTH MULTI-LANE REPAIRS

WITH OFFSET IN ONE LANE

CrgCrg

5’

<1’

5’

<1’

Cp

(IF THE PANEL HAS MORE THAN ONE MID-PANEL CRACK REPLACE ENTIRE PANEL)

(SINGLE LANE OR FULL WIDTH REPAIR)

SHEET METAL OR OTHER SUITABLE

THIN MATERIAL STAKED IN PLACE

WIDENING SLABORIGINAL SLAB

JOINT PATCH ADJACENT TO WIDENING SLAB

1/2 " FIBER JOINT FILLER,

PAID FOR AS PART OF THE

WIDENING

ORIGINAL CORNERS BROKEN OUT.

FILL VOIDS WITH CONCRETE, PAID

FOR AS PART OF THE WIDENING.

EXISTING 41’

JOINT SPACING

CrgCrg CpCp CpCp

TWO CRACK PANEL REPAIR MID PANEL CRACK REPAIR

EXISTING 41’

JOINT SPACING

CrgCrg

}

OMIT

LANE TIES

}}

OMIT

LANE TIES

}}

OMIT

LANE TIES

OMIT

LANE TIES

}} }

CpCp CpCp CpCp

10’ MIN. TO 15’ MAX.

JOINT SPACING FOR REPAIR

10’ MIN. TO 15’ MAX.

JOINT SPACING FOR REPAIR

MATCH JOINTS

AND CRACKS

MATCH JOINTS

AND CRACKS

REPAIR OF 12’ - 16’ JPCP WITH

ONLY ONE MID-PANEL CRACK

4’

MIN

8-9-2010

EXISTING 12’ - 16’ JPCP JOINT SPACING

9-10-2010

Page 56: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

CONCRETE PAVEMENT REPAIR

R-44-F65

INITIAL SAW CUT

REMOVE CONCRETE AND STEEL

REMOVE CONCRETE

LEAVE EXISTING STEEL

* 2’-6" MIN.

REPLACE C.R.C. PAVEMENT REINFORCEMENT. RECAST CONCRETE.

EXISTING PAVEMENT

FINAL SAW CUT 1 1/2 " DEEP

(SAVE STEEL)

* 2’-6" MIN.

REMOVE CONCRETE

LEAVE EXISTING STEELEXISTING PAVEMENT

FINAL SAW CUT 1 1/2 " DEEP

(SAVE STEEL)

REPLACE WITH SIMILAR BASE MATERIAL

AND COMPACT TO 95% DENSITY

(TO BE PAID FOR AS PART OF THE

CONCRETE PAVEMENT REPAIR)

EPOXY COATED #5 BARS TRANSVERSELY EVERY 12" IN REPAIR

* NOTE: IF EXISTING REINFORCEMENT LAPS ARE ENCOUNTERED IN THIS AREA, FINAL SAW CUT

MUST BE MOVED BACK TO PROVIDE MINIMUM 2’-6" LAP OF PAVEMENT REINFORCEMENT.

REPAIRING CONTINUOUSLY REINFORCED CONCRETE

FULL DEPTH REPAIR FOR JOINT OR CRACK (TRANSVERSE OR LONGITUDINAL)

FOR CASES IV, & V, THE REMOVED MATERIAL SHALL BE REPLACED WITH A HMA TOP COURSE MIXTURE.

THE HMA SHALL BE COMPACTED WITH A MACHINE VIBRATOR OR APPROVED ROLLER WITH BASE LIFT

THICKNESSES NOT TO EXCEED 3" AND WITH THE TOP LIFT THICKNESS NOT TO EXCEED 2". THE FINAL

SURFACE OF THE REPAIR SHALL BE FLUSH WITH THE EXISTING PAVEMENT SURFACE.

REMOVE EXISTING HMA DETERIORATED CONCRETE PAVEMENT

FULL DEPTH. COMPACT LOOSE EXISTING BASE. REPLACE

AND COMPACT WITH HMA ANY LOST BASE.

REMOVE THE DETERIORATED CONCRETE FULL DEPTH.

COMPACT LOOSE EXISTING BASE. REPLACE AND

COMPACT WITH HMA ANY LOST BASE.

VARIABLE

WIDTH

RE

PA

IR

DE

PT

H

VA

RIA

BL

E

RE

PA

IR

DE

PT

H

VA

RIA

BL

E

0.15 GAL/SYD

BOND COAT

EXISTING PAVEMENT

JOINT OR CRACK

EXISTING PAVEMENT

JOINT OR CRACK

VARIABLE

WIDTHR

EP

AIR

DE

PT

H

VA

RIA

BL

E

EXISTING PAVEMENT

JOINT OR CRACK

VARIABLE

WIDTH0.15 GAL/SYD

BOND COAT

0.15 GAL/SYD

BOND COAT

PROVIDE VERTICAL EDGES BY SAW

CUT OR OTHER APPROVED METHOD

CASE IIICASE IICASE I

HMA REPAIR OF

CONCRETE PAVEMENT

HMA REPAIR OF CONCRETE

PAVEMENT WITH HMA SURFACE

HMA REPAIR OF CONCRETE

PAVEMENT WITH HMA SURFACE

REMOVE LOOSE DETERIORATED CONCRETE.

(NOT TO EXCEED PAVEMENT THICKNESS)

REMOVE HMA OVERLAY AND LOOSE

DETERIORATED CONCRETE.

(NOT TO EXCEED PAVEMENT THICKNESS)

REMOVE HMA OVERLAY TO CONCRETE SURFACE.

FOR CASES I, II, & III, THE REMOVED MATERIAL SHALL BE REPLACED WITH A HMA TOP COURSE MIXTURE.

THE HMA SHALL BE COMPACTED WITH A MACHINE VIBRATOR OR APPROVED ROLLER WITH BASE LIFT

THICKNESSES NOT TO EXCEED 3" AND WITH THE TOP LIFT THICKNESS NOT TO EXCEED 2". THE FINAL

SURFACE OF THE REPAIR SHALL BE FLUSH WITH THE EXISTING PAVEMENT SURFACE.

SURFACE REPAIR FOR JOINT OR CRACK (TRANSVERSE OR LONGITUDINAL)DETAIL

7

DETAIL

8

1/2 WIDTH

VARIABLE WIDTH

EXISTING PAVEMENT

JOINT OR CRACK

TOP OF EXISTING

PAVEMENT

0.15 GAL/SYD

BOND COAT

1/2 WIDTH

VARIABLE WIDTH

EXISTING PAVEMENT

JOINT OR CRACK

0.15 GAL/SYD

BOND COAT

12"12"

HMA SURFACE REMOVAL

SAW CUT OR

CHISELED CUT

CASE VCASE IV

FULL DEPTH HMA REPAIR

OF CONCRETE PAVEMENT

FULL DEPTH HMA REPAIR

OF CONCRETE PAVEMENT WITH HMA SURFACE

PROVIDE VERTICAL EDGES BY SAW

CUT OR OTHER APPROVED METHOD

8-9-20109-10-2010

Page 57: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

NOTES:

EXPANSION CAPS SHALL BE ACCORDING TO STANDARD PLAN R-40-SERIES.

THE SAME TYPE JOINT SHALL EXTEND ACROSS ADJACENT LANE REPAIRS.

WHEN Erg JOINTS ARE PLACED ADJACENT TO CONCRETE CURB AND GUTTER THAT

IS NOT REQUIRED TO BE REMOVED, AN Esc JOINT SHALL BE CONSTRUCTED IN

THE CURB AND GUTTER.

AFTER GROUTING IN-PLACE, RC-250 OR AN APPROVED BOND BREAKER SHALL BE

APPLIED TO THAT PORTION OF Crg AND Erg DOWEL BARS THAT EXTEND INTO

THE CAST CONCRETE.

DOWEL AND DEFORMED BARS USED IN Trg, Crg, AND Erg JOINTS SHALL BE

EPOXY COATED ACCORDING TO THE CURRENT STANDARD SPECIFICATIONS.

SAW OVERCUTS IN ADJACENT LANE, SHOULDER, RAMP, AND GUTTERS THAT WILL

REMAIN IN PLACE, SHALL BE CLEANED AND THEN SEALED WITH HOT-POURED

RUBBER-ASPHALT.

CONCRETE PAVEMENT REPAIRS (INCLUDING JOINT TYPES) OR PRESSURE RELIEF

DETAILS SHALL BE AS SPECIFIED ON THE PLANS OR IN THE LOG OF PROJECT.

JOINT RESERVOIRS FOR THE HOT-POURED RUBBER-ASPHALT SEALANT SHALL BE

ABRASIVE BLAST CLEANED, FOLLOWED BY A FINAL CLEANING OF OIL-FREE

COMPRESSED AIR PRIOR TO SEALING.

THE MONTH AND YEAR OF CASTING AND STATION NUMBER (IF REMOVED) SHALL BE

STENCILED ON EACH CONCRETE REPAIR.

WHEN THE CONCRETE PAVEMENT REPAIR IS CONSTRUCTED IN PREPARATION FOR

AN OVERLAY, Crg JOINT RESERVOIRS AND SEALANTS SHALL BE OMITTED AND

EXPANSION JOINTS (Erg) SHALL HAVE THE FIBER JOINT FILLER KEPT FLUSH

TO THE PAVEMENT SURFACE.

Erg JOINTS SHALL BE CONSTRUCTED ONLY WHEN THEY EXTEND ACROSS ALL

LANES, RAMPS, OR SHOULDERS.

WHERE THERE ARE NO REPAIR LOCATIONS WITHIN A 1000’ LENGTH, NO

EXPANSION SPACE WILL BE PROVIDED.

EXPANSION JOINT FILLER SHALL EXTEND THE FULL DEPTH OF THE REPAIR AND

BE FLUSH WITH THE EXISTING PAVEMENT SURFACE. PRIOR TO SEALING, THE

JOINT FIBER FILLER AT THE PAVEMENT SURFACE SHALL BE REMOVED BY CUTTING

1" WIDE AND 1 1/2 " DEEP TO PERMIT THE PLACEMENT OF THE HOT-POURED RUBBER

ASPHALT SEALANT. HOLES IN EXPANSION JOINT FILLER SHALL BE 1 1/2 "

MAXIMUM DIAMETER AND SHALL BE ALIGNED TO FIT DRILLED HOLES IN CONCRETE.

IF THE EXISTING PAVEMENT HAS A HMA SURFACE, THE SAW CUTS SHALL EXTEND

THROUGH THE UNDERLYING PORTLAND CEMENT CONCRETE.

CONCRETE PAVEMENT REPAIR

R-44-F66

JOINT WIDTH SAME

AS IN PAVEMENT

PAVEMENT

EXPANSION JO

INT, E

rg

CURB & G

UTTER

EXPANSION JO

INT, E

sc

CURB, GUTTER, AND CURB FACE SHALL BE SAWED AS DEEP AS THE EXISTING

PAVEMENT THICKNESS. THE REMAINING CONCRETE SHALL BE CHIPPED OUT AND

EXPANSION MATERIAL OF SUFFICIENT THICKNESS SHALL BE PLACED IN SAWED

JOINT TO FILL THE GAP AS DIRECTED BY THE ENGINEER.

EXPANSION JOINT, Esc

LANE TIES (TO ADJACENT PAVEMENT LANE, WHEN REQUIRED) SHALL BE SPACED

ACCORDING TO STANDARD PLAN R-41-SERIES, EXCEPT THAT THE FIRST LANE TIE

ADJACENT TO A TRANSVERSE JOINT SHALL BE INSTALLED AT A DISTANCE OF

1’-8" FROM THE JOINT. WHEN BOTH SIDES OF A LONGITUDINAL JOINT ARE

POURED INTEGRALLY, LANE TIES SHALL BE STRAIGHT DEFORMED EPOXY COATED

BARS CAST-IN-PLACE AS SPECIFIED ON STANDARD PLAN R-41-SERIES. WHEN

ADJACENT LANES ARE CAST SEPARATELY, LANE TIES SHALL BE GROUTED-IN-

PLACE AS SPECIFIED ON THIS PLAN. THE GROUT SHALL BE SELECTED FROM THE

PREQUALIFIED MATERIALS LISTED IN THE DEPARTMENT’S "MATERIALS SOURCE

GUIDE", UNDER LANE TIES.

DOWEL BARS AND DEFORMED BARS FOR TIED JOINTS SHALL BE GROUTED INTO

EXISTING PAVEMENT WITH A GROUT SELECTED FROM THE PREQUALIFIED

MATERIALS LISTED IN THE DEPARTMENT’S "MATERIALS SOURCE GUIDE" UNDER

ADHESIVE SYSTEMS FOR GROUTING DOWEL BARS AND TIE BARS FOR FULL-DEPTH

CONCRETE PAVEMENT REPAIRS.

TRANSVERSE CONTRACTION Cp AND EXPANSION E2 JOINTS SHALL BE ACCORDING

TO STANDARD PLAN R-39P-SERIES.

REPAIRED CONCRETE PAVEMENTS REQUIRE THAT 1" OF Erg EXPANSION JOINTS

BE DISTRIBUTED THROUGHOUT A GIVEN 1000’ SECTION.

ALL REPAIRS WILL BE JOINTED PLAIN CONCRETE PAVEMENT.

THE BACKER ROD SHALL MEET THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS

FOR CONSTRUCTION.

1/2

"

PRESSURE RELIEF JOINT

TOP OF JOINT FILLER

3 1/2 " < 1/4 " (MACHINE INSTALLED)

4 1/2 " - 1/4 " (HAND INSTALLED)

PLACE 7 3/4 " < 1/4 " HIGH x 4 1/2 " < 1/8 "

WIDE JOINT FILLER IN SAWED JOINT

FILL ANY VOIDS THAT OCCUR BELOW

FILLER WITH STRIPS OF URETHANE

FOAM OR POLYETHYLENE FOAM

FULL DEPTH SAW CUTS

THIS DETAIL ALSO APPLIES TO HMA SURFACED

CONCRETE PAVEMENT REQUIRING PRESSURE RELIEF JOINTS

NOTES:

WHEN PRESSURE RELIEF JOINT IS TO BE CONSTRUCTED THROUGH

CONCRETE SHOULDER, TRENCHING BELOW CONCRETE MAY BE

NECESSARY TO ALLOW ROOM FOR 7 1/4 " FILLER.

EXPANSION

MATERIAL

8-9-20109-10-2010

Page 58: Michigan dot standard_plan_distribution

1 2

B.L.T.

W.K.P.

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

ENGINEER OF DEVELOPMENT

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

ENGINEER OF DELIVERY

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

PA

VE

ME

NT

TH

ICK

NE

SS

APPROVED LOAD TRANSFER ASSEMBLY

FOR EXPANSION JOINT

PAVEMENT REINFORCEMENT AT EXPANSION JOINT

PA

VE

ME

NT

TH

ICK

NE

SS

APPROVED LOAD TRANSFER ASSEMBLY

FOR CONTRACTION JOINT

PAVEMENT REINFORCEMENT AT CONTRACTION JOINT

1" M

AX

.

OV

ER

HA

NG

(EA

CH

SID

E)

R-45-H

1’-6"

\ TRANSVERSE EXPANSION JOINT

FIBER FILLER

1’-6"

1’-6"

PA

VE

ME

NT

OR

SH

OU

LD

ER

SL

AB

WID

TH

9"

9"

PAVEMENT EDGE

LONGITUDINAL JOINT

4" MAX.

OVERHANG

(EACH SIDE)

REINFORCEMENT DETAIL

2"

20’ SLAB LENGTH

* 10 BARS MIN. FOR 10’-0" PAVEMENT SLAB WIDTH, 11 BARS MIN. FOR 11’-0" PAVEMENT SLAB WIDTH, 12 BARS MIN. FOR 12’-0" PAVEMENT SLAB WIDTH,

14 BARS MIN. FOR 14’-0" PAVEMENT SLAB WIDTH, 3 BARS MIN. FOR 3’-0" SHOULDER SLAB WIDTH, 4 BARS MIN. FOR 4’-0" SHOULDER SLAB WIDTH,

5 BARS MIN. FOR 5’-0" SHOULDER SLAB WIDTH, 7 BARS MIN. FOR 7’-0" SHOULDER SLAB WIDTH, 9 BARS MIN. FOR 9’-0" SHOULDER SLAB WIDTH.

* E

PO

XY

CO

AT

ED

#6 B

AR

S T

OP

AN

D B

OT

TO

M

AT

1’-

0" M

AX

. (<

1/4

")

CE

NT

ER

TO

CE

NT

ER

19 EPOXY COATED #6 BARS TOP AND BOTTOM

AT 1’-0" MAX. (< 1/4 ") CENTER TO CENTER

BRIDGE REFERENCE LINE

OR SLEEPER SLAB

PAVEMENT REINFORCEMENT

FOR BRIDGE APPROACH

8-9-2010

\ TRANSVERSE EXPANSION JOINT

\ TRANSVERSE CONTRACTION JOINT

PAVEMENT

REINFORCEMENT

PAVEMENT

REINFORCEMENT

\ TRANSVERSE EXPANSION

OR CONTRACTION JOINT

SEE STANDARD PLAN

R-43-SERIES

9-10-2010

Page 59: Michigan dot standard_plan_distribution

2 2

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

DEPTH AND WIDTH OF SHOULDER SEAT

AS PROVIDED ON STRUCTURE

R-45-H

SEE STANDARD PLANS R-39-SERIES AND R-40-SERIES FOR DETAILS OF JOINTS

AND LOAD TRANSFER ASSEMBLIES.

1’-6"2"

E3 JOINT

SEE STANDARD PLAN R-43-SERIES FOR APPROACH SLAB LENGTHS

3"

PAVEMENT SEAT WITH

HMA BOND OR PRIME COAT

PAVEMENT THICKNESS AS

SPECIFIED ON THE PLANS

BRIDGE REFERENCE LINE

OR SLEEPER SLAB

PAVEMENT AND SHOULDER SLABS ADJACENT TO STRUCTURES

E2 JOINT FOR PAVEMENT SLABS

E4 JOINT FOR SHOULDER SLABS

(NOT REQUIRED ADJACENT

TO HMA PAVEMENT)

NOTES:

EPOXY COATED

#6 BARS

3"

PAVEMENT REINFORCEMENT

FOR BRIDGE APPROACH

8-9-2010

\ TRANSVERSE EXPANSION OR

CONTRACTION JOINT

SEE STANDARD PLAN R-43-SERIES

9-10-2010

Page 60: Michigan dot standard_plan_distribution

GROUTED COBBLE DITCH

PLAIN COBBLE DITCH

HMA PAVED DITCH

MIN

.

END ANCHOR

STEEL REINFORCEMENT

INTERMEDIATE ANCHOR

B

TYP.

2"

B

CONCRETE PAVED DITCH

SECTION A - A

SECTION B - B

6"

4"

A

A

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

ENGINEER OF DEVELOPMENT

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

ENGINEER OF DELIVERY

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

1R-46-D

2

B.L.T.

W.K.P.4-6-2010

PAVED AND COBBLE DITCHES,

& DRAINAGE TREATMENT DETAILS

COBBLESTONE 6" LEAST DIMENSION

WIDTH AS SPECIFIED ON PLANS

6"

MIN

.

PREPARED FOUNDATION

GROUTED COBBLE DITCHES SHALL BE THE SAME AS THE PLAIN COBBLE DITCHES,

EXCEPT THE COBBLESTONES SHALL BE LAID IN A LAYER OF CEMENT MORTAR

ACCORDING TO THE CURRENT STANDARD SPECIFICATIONS.

THE RATE OF APPLICATION FOR THE HMA MATERIAL SHALL BE

ACCORDING TO THE CURRENT STANDARD SPECIFICATIONS

CONFORMS TO GRADED

CROSS-SECTION OF DITCH

6"

MIN

.

SLOPE AS

SPECIFIED

ON PLANS

WIDTH AS SPECIFIED ON PLANSSLOPE ASSPECIFIEDON PLANS

1’-6" MIN.1’-6" MIN.

END ANCHOR

INTERMEDIATE

ANCHOR

TWO PLANE OF WEAKNESS JOINTS EQUALLY SPACED SHALL

BE PLACED BETWEEN ANCHORS AND SHALL BE CONSTRUCTED

ACCORDING TO THE CURRENT STANDARD SPECIFICATIONS

STEEL REINFORCEMENT

WELDED STEEL WIRE FABRIC OR AN EQUIVALENT

EXPANDED METAL MESH CONFORMING TO THE

FOLLOWING MINIMUM REQUIREMENTS:

NOT LESS THAN 3.69 LBS PER SYD UNIFORM

WIRE FABRIC COMPOSED OF W6 (NOMINAL DIA.

0.276") 6" ON CENTER LONGITUDINALLY AND

TRANSVERSELY.

STEEL REINFORCEMENTINTERMEDIATE ANCHOR

8"

4" TOP OF SLAB

2"

4"

8"

1’-0"

6"

EPOXY COATED #4 BARS, 4’-2" LONG,

SPACED 6" CENTER TO CENTER, SHALL

BE BENT AS ILLUSTRATED AND SHALL

BE USED AT END ANCHORS ONLY

1’-8"

2’-0"

1’-0"

MIN

.

2’-6"

30’ CENTERS (SEE NOTES)

8"

MIN

.4"

8"

SLOPE AS

SPECIFIE

D

ON PLANS

WIDTH AS

SPECIFIED

ON PLANS

SLOPE AS

SPECIFIEDON PLANS

1’-0"

MIN

.

3"6"3"2’-0"

1’-6"

MIN.

1’-6"MIN.

1’-6" MIN.1’-6" MIN.

BACKSLOPE AS

SPECIFIED ON

PLANS

SLOPE AS

SPECIFIED

ON PLANS

MULCH BLANKETSEE NOTES

MULCH BLANKET

SEE NOTES

MULCH BLANKET

SEE NOTES

MULCH BLANKETSEE NOTES

MULCH

BLANKET

SEE NOTES

MULCHBLANKETSEE NOTES

9-10-2010

Page 61: Michigan dot standard_plan_distribution

END SECTION

DETAIL SHOWING DOWNSPOUT CONSTRUCTION

USING METAL END SECTION ON UPPER END

DETAIL SHOWING ALTERNATE METHOD OF

INSTALLING CULVERT IN HIGH FILL AREAS

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

R-46-D22

4-6-2010

PAVED AND COBBLE DITCHES,

& DRAINAGE TREATMENT DETAILS

NOTE: ELBOWS WILL BE INCLUDED IN

MEASUREMENT OF CULVERT PIPE

DRAINAGE

STRUCTURE,

HEADWALL, ETC.

ALTERNATE LOCATION OF PIPE

NORMAL LAYING POSITION OF PIPE

CORRUGATED METAL PIPE2% MIN.

\ PAVEMENT

\ DITCH

DRAINAGE STRUCTURE OR

CORRUGATED METAL PIPE

END SECTION, ETC.

PROPOSED SHOULDER

STANDARD OUTLET

HEADWALL OR END

SECTION (SEE NOTES)

PIPE DOWNSPOUT

NOTE: ELBOWS WILL BE INCLUDED IN

MEASUREMENT OF CULVERT PIPE.

PROPOSED DITCH

NOTES:

CONCRETE PAVED DITCHES SHALL BE CONSTRUCTED WITH END ANCHORS ON BOTH

INLET AND OUTLET ENDS AND WITH INTERMEDIATE ANCHORS WHEN THE GRADE

EXCEEDS 15%. ALL EDGES AND JOINTS OF CONCRETE PAVED DITCHES SHALL

BE ROUNDED TO A RADIUS OF 1/4 ".

CORRUGATED METAL PIPE END SECTIONS MAY BE USED ON THE LOWER ENDS OF

STEEP CULVERTS OR DOWNSPOUTS WITH LIMITED AMOUNTS OF RUNOFF OR WHERE

THEY WOULD BE EXPOSED TO TRAFFIC IN THE CLEAR ZONE. CORRUGATED

METAL PIPE END SECTIONS IN THESE LOCATIONS MAY REQUIRE ADDITIONAL

EROSION CONTROL SUCH AS MORE RIPRAP. TOE PLATES SHOULD BE CALLED

FOR WHEN END SECTIONS ARE USED ON STEEP CULVERTS OR DOWNSPOUTS.

THE CONCRETE PAVED, GROUTED COBBLE, AND PLAIN COBBLE DITCHES SHALL

BE UNDERLAID WITH GEOTEXTILE. THE EDGES OF GEOTEXTILE SHALL EXTEND

UP THE SIDES OF THE DITCH BOTTOM TO THE BOTTOM OF THE MULCH BLANKET

AND SHALL RUN THE FULL LENGTH OF THE DITCH. WHEN OVERLAPPING

OCCURS, OVERLAP MATERIAL A MINIMUM OF 2’-0".

USE HIGH VELOCITY MULCH BLANKETS ON FILL SLOPES 1:2 OR STEEPER. USE

STANDARD MULCH BLANKETS ON FILL SLOPES FLATTER THAN 1:2.

9-10-2010

Page 62: Michigan dot standard_plan_distribution
Page 63: Michigan dot standard_plan_distribution
Page 64: Michigan dot standard_plan_distribution

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

ENGINEER OF DEVELOPMENT

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

ENGINEER OF DELIVERY

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

41

2-25-2010B.L.T.

W.K.P. R-55-G

FILLER WALLS AT

BRIDGE PIER COLUMNS

3"

3"

MIN.

FILLER WALL HARDENED CONCRETE

(UNLESS OTHERWISE DETAILED)

CIRCULAR PIER

COLUMN

SQUARE PIER

COLUMN

TYPICAL

1’-6"

SPACING

SKETCH OF FILLER WALLS

AT SQUARE PIER COLUMNS

SKETCH OF FILLER WALLS

AT CIRCULAR PIER COLUMNS

PLAN

ENDELEVATION

ADHESIVE

ANCHORED

HORIZONTAL BAR

* ADHESIVE ANCHORED

HORIZONTAL BAR

(TYP.)

ADHESIVE ANCHORED

HORIZONTAL BAR (TYP.)

ADHESIVE ANCHORED

VERTICAL BAR (TYP.)

** 2" x 4"

WEEP HOLE

3" BEVEL (TYP.)

CIRCULAR COLUMNS

2’-3"

9"

6"

6"

13 1

/2 "

13 1

/2 "

1 1/2 " BEVEL (TYP.)

SQUARE COLUMNS

* REINFORCING STEEL SHALL BE TESTED ACCORDING TO THE CURRENT

SPECIFICATIONS PRIOR TO BENDING. THE REINFORCING STEEL

SHALL THEN BE FIELD BENT RADIALLY TO CIRCULAR PIERS AND

PARALLEL TO THE FILLER WALL. FIELD BENDING SHALL BE

ACCORDING TO THE CURRENT SPECIFICATIONS. ANY DAMAGE TO

THE EPOXY COATING DURING TESTING OR BENDING SHALL BE

REPAIRED AT THE CONTRACTORS EXPENSE.

** PLACE ONE 2" x 4" WEEP HOLE IN EACH FILLER WALL SECTION.

(MAY BE RANDOMLY LOCATED)

** 2" x 4"

WEEP HOLE

ADHESIVE ANCHORED

VERTICAL BARS, DO NOT

PLACE WITHIN 1’-0" OF

PIER COLUMNS

** 2" x 4"

WEEP HOLE

6"

2’-0"

3/4 " BEVEL (TYP.)

1’-0"

9"

9"

3’-6"

#4 BARS AT 1’-6" SPACINGS, BOTH SIDES #6 REINFORCING STEEL

#4 BARS,

NEAR AND FAR

ADHESIVE ANCHORED

HORIZONTAL OR VERTICAL BAR

INSTALLATION DETAIL

PIER FOOTING

1/2 " JOINT FILLER

(TYP.)

GROUND

FILLER WALLS USING SLOPE PROTECTION HEADER AS FOOTING

PIER FOOTING

PIER FOOTING

PIER COLUMNS

SLOPE PAVING

GROUND OR

SHOULDER

SLOPE PROTECTION

HEADER

DRAIN

9-10-2010

Page 65: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

42

2-25-2010 R-55-G

FILLER WALLS AT

BRIDGE PIER COLUMNS

FOR POST SPACINGS SEE

STANDARD PLAN R-67-SERIES

(SEE STANDARD PLAN R-67-SERIES FOR GUARDRAIL ATTACHMENT DETAILS)

**

28

" O

R 2

6"

VA

RIA

BL

E (

TO

TO

P O

F P

IER

FO

OT

ING

)

3"

3"

13 1

/2 "

13 1

/2 "

CIRCULAR PIER

COLUMN

SQUARE PIER

COLUMN

4 1/

2 "

4 1/

2 "

4 1/

2 "

3"

4 1/

2 " A

A

**

28

" O

R 2

6"

7 5/

8 "

B FILLER WALL END BLOCK LENGTH AS

NEEDED TO MATCH END OF PIER FOOTING

B

THRIE BEAM

TERMINAL CONNECTOR

FIRST POST OF

GUARDRAIL ANCHORAGE

TOP OF FILLER

WALL END BLOCK

ON

ST

AN

DA

RD

PL

AN

R-6

7-S

ER

IES

HE

IGH

T A

S S

PE

CIF

IED

DETAILS FOR FILLER WALL END BLOCK

PLAN

ELEVATION SECTION A - A

ELEVATION SECTION B - B

FILLER WALLS WITH FOOTINGS - OUTSIDE PIERS

* ADHESIVE ANCHORED

HORIZONTAL BAR

(TYP.)

ADHESIVE ANCHORED

HORIZONTAL BAR

ADHESIVE ANCHORED

HORIZONTAL BAR LAYOUT

ADHESIVE ANCHORED

VERTICAL BAR (TYP.)

ADHESIVE ANCHORED

HORIZONTAL BAR (TYP.)

ADHESIVE ANCHORED

VERTICAL BARS

(1 MIN.)

FILLER WALL END BLOCK

(SEE NOTES, SHEET 4 OF 4

AND DETAILS FOR FILLER

WALL END BLOCK BELOW)** 2" X 4"

WEEP HOLE

1 1/2 " BEVEL (TYP.)

SQUARE COLUMNS

3" BEVEL (TYP.)

CIRCULAR COLUMNS

* REINFORCING STEEL SHALL BE TESTED ACCORDING TO THE CURRENT

SPECIFICATIONS PRIOR TO BENDING. THE REINFORCING STEEL

SHALL THEN BE FIELD BENT RADIALLY TO CIRCULAR PIERS AND

PARALLEL TO THE FILLER WALL. FIELD BENDING SHALL BE

ACCORDING TO THE CURRENT SPECIFICATIONS. ANY DAMAGE TO

THE EPOXY COATING DURING TESTING OR BENDING SHALL BE

REPAIRED AT THE CONTRACTORS EXPENSE.

** PLACE ONE 2" x 4" WEEP HOLE IN EACH FILLER WALL SECTION.

(MAY BE RANDOMLY LOCATED)

2" x 4"

KEYWAY

6"

6"

3/4 " BEVEL (TYP.)

** 2" x 4"

WEEP HOLE

6"6"

1’-0"

6"

3’-6"

4’-3"

1’-6"

1’-6"

** 2" x 4"

WEEP HOLE

1’-10 1/2 "

2’-0" 2’-0" 1’-0" 4"

MAX. MAX.

1’-6"

SPACING 6"

6"

1’-0"

TO

1’-6"

6"

3/4 " DIA. HOLES

FOR POST BOLTS

1’-3" 1’-0"

3’-6"

** USE 28" WHEN TOP OF BEAM ELEMENT IS 34"

AND 26" WHEN TOP OF BEAM ELEMENT IS 32"

3"

ADHESIVE ANCHORED

VERTICAL BAR (TYP.)

#4 BARS AT 1’-6" SPACINGS, BOTH SIDES

#4 BARS,

NEAR AND FAR

#4 B

AR

S E

QU

AL

LY

SP

AC

ED

AT

2’-

0" M

AX

.

PIER FOOTING

PIER FOOTING

PIER FOOTINGPIER FOOTING

GROUND OR

SHOULDER

SLOPE PROTECTION

HEADER

SLOPE PAVING

GROUND OR

SHOULDER

DRAIN

GROUND

PIER COLUMNS

PIER FOOTING

1/2 " JOINT FILLER

(TYP.)

9-10-2010

Page 66: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

43

2-25-2010 R-55-G

FILLER WALLS AT

BRIDGE PIER COLUMNS

CIRCULAR PIER

COLUMN

SQUARE PIER

COLUMN

4 1/

2 "

3"

4 1/

2 "

3"

C

C

(TYP.)

TO BE FILLED WITH GRANULAR

MATERIAL CLASS II OR OTHER

MATERIAL APPROVED BY THE

ENGINEER.

FILLER WALL FOOTING

3"

(TY

P.)

3"

(TY

P.)

FILLER WALL

FOOTING

(VARIABLE)

PLAN

ELEVATION

SECTION C - C

FILLER WALLS WITH FOOTINGS - MEDIAN PIERS

13 1

/2 "

* BARS SHALL BE BENT RADIALLY TO CIRCULAR PIERS AND

PARALLEL TO THE FILLER WALL PRIOR TO ADHESIVE

ANCHORING TO PIER.

* ADHESIVE ANCHORED

HORIZONTAL BAR

(TYP.)

ADHESIVE ANCHORED

HORIZONTAL BAR (TYP.)

ADHESIVE ANCHORED

HORIZONTAL BAR

ADHESIVE ANCHORED

HORIZONTAL BAR LAYOUT

1’-6"

MAX.

4" DRAIN HOLE

3" BEVEL (TYP.)

CIRCULAR COLUMNS

1/4 " JOINT FILLER

1 1/2 " BEVEL (TYP.)

SQUARE COLUMNS

1’-0" 4" CONCRETE SLAB

3/4 " BEVEL (TYP.)

6"

SPACED AT 1’-6" MAX.

1’-6"

1’-6"

PLACE 4" DRAIN HOLE IN THE

CONCRETE BETWEEN COLUMNS AND

COVER WITH GEOTEXTILE

6"

3’-6"

4’-3"

6"

13 1

/2 "

2" x 4"

KEYWAY

6"

#4 BARS AT 1’-6" SPACINGS, BOTH SIDES (TYP.)

#4 BARS,

NEAR AND FAR

#4 BARS

PIER FOOTING

GROUND

PIER COLUMNS

PIER FOOTING

PIER

PIER FOOTING

GROUND OR

SHOULDER

9-10-2010

Page 67: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

44

2-25-2010 R-55-G

FILLER WALLS AT

BRIDGE PIER COLUMNS

EXISTING

PIER FOOTING

3"

3"

EXISTING PIER COLUMNS

CIRCULAR PIER

COLUMN

SQUARE PIER

COLUMN

EXISTING PIER FOOTING

EXISTING DRAIN

EXISTING

SLOPE PAVING

FILLER WALL END BLOCK

(SEE NOTES, BELOW, AND DETAILS FOR

FILLER WALL END BLOCK SHEET 2 OF 4)

TOP OF FILLER WALL SHALL BE PARALLEL WITH THE PAVEMENT GRADE.

EXISTING FILLER WALL

(THICKNESS MAY VARY)

PROPOSED FILLER

WALL EXTENSION

D

D

PROPOSED

SHOULDER

EXISTING

SHOULDER

3’-

6" M

IN.

FOR ADDITIONAL HEIGHT

VA

RIA

BL

E T

HIC

KN

ES

S

4" M

IN.

(TY

P.)

11"

(TYP.)

3"

(TY

P.)

3"

EXISTING FILLER WALL

(THICKNESS MAY VARY)

TRAFFIC SIDE

FACES FLUSH

PR

OP

OS

ED

FIL

LE

R W

AL

L E

XT

EN

SIO

N

ELEVATION END

PLAN

SECTION D - D

FILLER WALL EXTENSION

FOR GUARDRAIL ANCHORAGE, BRIDGE

AT FILLER WALLS, SEE STANDARD

PLAN R-67-SERIES

CARE SHALL BE TAKEN TO ENSURE THAT FILLER WALLS DO NOT ENTRAP WATER.

DRAINAGE MUST BE PROVIDED BY USE OF WEEP HOLES AND DRAIN HOLES AND/OR

RESHAPING SLOPES.

SEE CURRENT STANDARD PLAN R-67-SERIES WHEN ATTACHING GUARDRAIL TO

FILLER WALLS.

ALTERNATE METHODS MAY BE USED TO ANCHOR THE BARS IF APPROVED BY THE

ENGINEER.

NOTES:

THE AREA BETWEEN THE FILLER WALLS AT THE MEDIAN PIERS MAY BE FILLED

WITH CONCRETE AT THE CONTRACTOR’S OPTION, WITH NO INCREASE IN COST TO

THE DEPARTMENT.

* REINFORCING STEEL SHALL BE TESTED ACCORDING TO THE CURRENT

SPECIFICATIONS PRIOR TO BENDING. THE REINFORCING STEEL

SHALL THEN BE FIELD BENT RADIALLY TO CIRCULAR PIERS AND

PARALLEL TO THE FILLER WALL. FIELD BENDING SHALL BE

ACCORDING TO THE CURRENT SPECIFICATIONS. ANY DAMAGE TO

THE EPOXY COATING DURING TESTING OR BENDING SHALL BE

REPAIRED AT THE CONTRACTORS EXPENSE.

ADHESIVE ANCHORS SHALL BE INSTALLED AS PER MANUFACTURERS RECOMMENDATION

EXCEPT AS MODIFIED ON THIS STANDARD.

MATERIALS AND LABOR REQUIRED TO CONSTRUCT FILLER WALL END BLOCKS

SHALL BE PAID FOR AS FILLER WALL CONCRETE AND ADHESIVE ANCHORING OF

HORIZONTAL/VERTICAL BARS, AND SHALL BE ACCORDING TO THE CURRENT

STANDARD SPECIFICATIONS.

* ADHESIVE ANCHORED

HORIZONTAL BAR

(TYP.)

EXISTING PIER FOOTING

ADHESIVE ANCHORED

VERTICAL BARS

(1 MIN.)

TYPICAL

1’-6"

SPACING

ADHESIVE ANCHORED

VERTICAL BAR (TYP.)

ADHESIVE ANCHORED

HORIZONTAL BAR (TYP.)

ADHESIVE

ANCHORED

HORIZONTAL BAR

3" BEVEL (TYP.)

CIRCULAR COLUMNS

1 1/2 " BEVEL (TYP.)

SQUARE COLUMNS

1" DIA. HOLES FOR ATTACHING

THRIE BEAM TERMINAL CONNECTOR

3/4 " BEVEL (TYP.)

1’-0" MINIMUM

3/4 " BEVEL (TYP.)

1’-4

"

ADHESIVE ANCHORED

VERTICAL BARS, DO NOT

PLACE WITHIN 1’-0" OF

PIER COLUMNS

VA

RIE

S 1

’-8" M

INIM

UM

#4 BARS AT 1’-6" SPACINGS, BOTH SIDES

#4 BARS,

NEAR AND FAR

#4 BARS

TOP AND BOTTOM

#4 BARS SPACED AT

1’-6" BOTH SIDES

ALL STEEL REINFORCEMENT BARS AND ADHESIVE ANCHORED HORIZONTAL/VERTICAL

BARS SHALL BE EPOXY COATED AND PAID FOR SEPARATELY.

9-10-2010

Page 68: Michigan dot standard_plan_distribution
Page 69: Michigan dot standard_plan_distribution
Page 70: Michigan dot standard_plan_distribution

1 6

B.L.T.

W.K.P.

4

5

6

GRUBBING OMITTED

SODDING

VEGETATED BUFFER STRIPS

A

B

C

D

E

F

G

=

=

=

=

=

=

=

Retains existing root mat which assists in stabilizing slopes.

Assists in the revegetation process by providing sprout growth.

Reduces sheet flow velocities preventing rilling and gullying.

Discourages off-road vehicle use.

Reduces sheet flow velocities preventing rilling and gullying.

Assists in the collection of sediments by filtering runoff.

Assists in the establishment of a permanent vegetative cover.

SLOPES

STREAMS AND WATERWAYS

SURFACE DRAINAGEWAYS

ENCLOSED DRAINAGE (INLET & OUTFALL CONTROL)

LARGE FLAT SURFACE AREAS

BORROW AND STOCKPILE AREAS

DNRE PERMIT MAY BE REQUIRED

PERMANENT/TEMPORARY SEEDING

Inexpensive but effective erosion control measure to stabilize

flat areas and mild slopes.

Permits runoff to infiltrate soil, reducing runoff volumes.

Proper preparation of the seed bed, fertilizing, mulching and

watering is critical to its success.

Provides immediate vegetative cover such as at spillways and

ditch bottoms.

Proper preparation of the topsoil, placement of the sod, and

watering is critical to its success.

APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES

TURBIDITY CURTAIN

A Turbidity Curtain is used when slack water area is necessary

to isolate construction activities from the watercourse. The still

water area contains the sediments within the construction limits.

DUST CONTROL

Dust control can be accomplished by watering, and/or applying

calcium chloride.

The disturbed areas should be kept to a minimum.

PERMANENT/TEMPORARY SEEDING (KEY 3) should be applied

as soon as possible.

SOIL EROSION & SEDIMENTATION

CONTROL MEASURES

R-96-E

3

2

1

A B C D E F GCHARACTERISTICSDETAILKEY

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

ENGINEER OF DEVELOPMENT

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

ENGINEER OF DELIVERY

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

6-3-2010

( (

COMPREHENSIVE DETAILS ARE LOCATED IN SECTION 6 OF

THE SOIL EROSION & SEDIMENTATION CONTROL MANUAL

9-10-2010

Page 71: Michigan dot standard_plan_distribution

8

9

10

11

12

13

14

Reduces sheet flow velocities preventing rilling and gullying.

Assists in the collection and filtering of sediments.

Provides access for stabilizing slopes.

DIVERSION DIKE

AGGREGATE COVER

BENCHES

RIPRAP

Can be used in any area where a stable condition is needed

for construction operations, equipment storage or in heavy

traffic areas.

Reduces potential soil erosion and fugitive dust by stabilizing

raw areas.

Assists in the diversion of runoff to a stable outlet or sediment

control device.

Reduces sheet flow velocities preventing rilling and gullying.

Works well with DIVERSION DIKE (KEY 10)

Assists in the diversion of runoff to a stable outlet or sediment

control device.

Reduces sheet flow velocities preventing rilling and gullying.

Assists in the diversion of runoff to a stable outlet or sediment

control device.

Reduces sheet flow velocities preventing rilling and gullying.

Collects and diverts runoff to properly stabilized drainage ways.

Works well with INTERCEPTING DITCH (KEY 11)

INTERCEPTING DITCH

INTERCEPTING DITCH

AND DIVERSION DIKE

Useful in filtering flow prior to its reentry into a lake, stream or

wetland.

Works well with SEDIMENT TRAP (KEY 20) and TEMPORARY

BYPASS CHANNEL (KEY 35).

Not to be used in lieu of a CHECK DAM (KEY 37) in a ditch.

Provides a stable access to roadways minimizing fugitive dust

and tracking of materials onto public streets and highways.

GRAVEL ACCESS APPROACH

GRAVEL FILTER BERM

Used where vegetation cannot be established.

Very effective in protecting against high velocity flows.

Should be placed over a geotextile liner.

A B C D E F GCHARACTERISTICSDETAILKEY

7

2 6

SOIL EROSION & SEDIMENTATION

CONTROL MEASURES

R-96-E6-3-2010

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

9-10-2010

Page 72: Michigan dot standard_plan_distribution

15

16

17

18

19

20

21

22

SLOPE DRAIN SURFACE

PIPE DROP

ENERGY DISSIPATORS

SEDIMENT TRAP

SEDIMENT BASIN

Effective way to allow water to drop in elevation very rapidly

without causing an erosive condition.

Also works as a sediment collector device.

May be left in place as a permanent erosion control device.

A device to prevent the erosive force of water from eroding soils.

Used at outlets of culverts, drainage pipes or other conduits to

reduce the velocity of the water.

Prevents structure scouring and undermining.

Used to intercept concentrated flows and prevent sediments

from being transported off site or into a watercourse or

wetland.

The size of a Sediment Trap is 5 cubic yards or less.

Works well when used with CHECK DAM (KEY 37).

A Sediment Basin is used to trap sediments from an upstream

construction site.

Requires periodic inspections, repairs, and maintenance.

Where practical, sediments should be contained on site.

A Sediment Basin should be the last choice of sediment control.

The size of a Sediment Basin is greater than 5 cubic yards.

Excellent device for carrying water down slopes without

creating an erosive condition.

Generally used in conjunction with DIVERSION DIKE (KEY 10),

INTERCEPTING DITCH (KEY 11) and INTERCEPTING DITCH

AND DIVERSION DIKE (KEY 12) to direct flow to a stable

discharge area or SEDIMENT TRAP (KEY 20).

VEGETATIVE BUFFER

AT WATERCOURSE

It may be necessary to dewater from behind a cofferdam or

construction dam to create a dry work site.

Discharged water must be pumped to a filter bag.

A GRAVEL FILTER BERM (KEY 13) may be placed downslope

of the filter bag to provide additional filtration prior to entering

any stream or wetland.

Trees, shrubs and perennials can provide low

maintenance long term erosion protection. These plants

may be particularly useful where site aesthetics are

important along the roadside slopes.

TREES, SHRUBS

AND PERENNIALS

This practice is used to maintain a vegetative buffer adjacent

to a watercourse.

When utilized with SILT FENCE (KEY 26) it will, under normal

circumstances, prevent sediment from leaving the construction

site.

DEWATERING WITH FILTER BAG

A B C D E F GCHARACTERISTICSDETAILKEY

3 6

SOIL EROSION & SEDIMENTATION

CONTROL MEASURES

R-96-E6-3-2010

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

9-10-2010

Page 73: Michigan dot standard_plan_distribution

24

25

26

27

28

29

30

SAND AND STONE BAGS

MULCHING AND MULCH ANCHORING

INLET PROTECTION

GEOTEXTILE AND STONE

A permeable barrier erected below disturbed areas to capture

sediments from sheet flow.

Can be used to divert small volumes of water to stable outlets.

Ineffective as a filter and should never be placed across streams

or ditches where flow is concentrated.

Plastic Sheets can be used to create a liner in temporary channels.

Can also be used to create a temporary cover to prevent erosion

of stockpiled materials.

Anchored mulch provides erosion protection against rain and wind.

Mulch must be used on seeded areas to promote water retention

and growth.

Should be inspected after every rainstorm and repaired as necessary

until vegetation is well established.

Sand and stone bags are a useful tool in the prevention of erosion.

Can be used to divert water around a construction site by creating

a DIVERSION DIKE (KEY 10).

Works well for creating a CONSTRUCTION DAM (KEY 36) and

temporary culvert end fill.

PLASTIC SHEETS OR

GEOTEXTILE COVER

STREAM RELOCATION

A Sand Fence traps blowing sand by reducing wind velocities.

Can be used to prevent sand from blowing onto roads.

Must be maintained until sand source is stabilized.

SAND FENCE AND

DUNE STABILIZATION

Provides settling and filtering of silt laden water prior to its entry

into the drainage system.

Can be used in median and side ditches where vegetation will be

disturbed.

Allows for early use of drainage systems prior to project completion.

Provides settling and filtering of silt laden water prior to its entry

into the drainage system.

Should be used in paved areas where drainage structures are

existing or proposed.

Allows for early use of drainage systems prior to project completion.

SILT FENCE

A detail depicting the proper procedures for stream relocation.

Maintains same width, depth, and flow velocity as the natural stream.

Revegetate banks with PERMANENT/TEMPORARY SEEDING

(KEY 3), MULCHING AND MULCH ANCHORING (KEY 28), MULCH

BLANKETS AND HIGH VELOCITY MULCH BLANKETS (KEY 33)

and woody plants to shade the stream.

A B C D E F GCHARACTERISTICSDETAILKEY

4 6

SOIL EROSION & SEDIMENTATION

CONTROL MEASURES

R-96-E6-3-2010

23

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

INLET PROTECTION FABRIC DROP

9-10-2010

Page 74: Michigan dot standard_plan_distribution

32

33

34

35

36

37

CHECK DAM

TEMPORARY BYPASS CHANNEL

CONSTRUCTION DAM

Used to create a dry or slack water area for construction.

Isolates the stream from raw erodible areas.

Can be created out of any non-erodible materials such as

SAND AND STONE BAGS (KEY 24), a gravel dike with clay

core or plastic liner, steel plates or plywood.

MULCH BLANKETS AND

HIGH VELOCITY MULCH BLANKETS

Mulch blankets provide an immediate and effective cover over

raw erodible slopes affording excellent protection against rain

and wind erosion.

High velocity mulch blankets work well for stabilizing the bottom

of ditches in waterways.

Can be constructed across ditches or any area of concentrated flow.

Protects vegetation in early stages of growth.

A Check Dam is intended to reduce water velocities and capture

sediment.

A Check Dam is not a filtering device.

A simple and economical way to reduce soil erosion by wind

and water.

Can be accomplished by harrowing with a disk, back blading,

or tracking with a dozer perpendicular to the slope.

SLOPE ROUGHENING AND SCARIFICATION

COFFERDAM

Utilized when a dry construction area is needed.

Isolates stream flows from raw erodible areas minimizing erosion

and subsequent siltation.

Can incorporate SEDIMENT BASIN (KEY 21), CHECK DAM

(KEY 37), and GRAVEL FILTER BERM (KEY 13) to remove

sediments from water.

Construction sequence of events may be necessary.

Used to create a dry construction area and protect the stream

from raw erodible areas.

Must be pumped dry or dewatered according to DEWATERING

WITH FILTER BAG (KEY 18).

INLET PROTECTION SEDIMENT TRAP

An Inlet Protection Sediment Trap is a temporary device that can

be used in areas where medium flows are anticipated.

Effective in trapping small quantities of sediments prior to water

entering the drainage system.

Can be used in areas such as median and side ditches.

A B C D E F GCHARACTERISTICSDETAILKEY

5 6

SOIL EROSION & SEDIMENTATION

CONTROL MEASURES

R-96-E6-3-2010

31

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

9-10-2010

Page 75: Michigan dot standard_plan_distribution

COLLECTED SILT AND SEDIMENT SHALL BE REMOVED PERIODICALLY TO MAINTAIN

THE EFFECTIVENESS OF THE SEDIMENT TRAP, SEDIMENT BASIN, AND SILT FENCE.

AGGREGATES PLACED IN STREAMS SHOULD CONTAIN A MINIMUM OF FINES.

TEMPORARY EROSION AND SEDIMENTATION CONTROL PROVISIONS SHALL BE

COORDINATED WITH THE PERMANENT CONTROL MEASURES TO ASSURE EFFECTIVE

CONTROL OF SEDIMENTS DURING CONSTRUCTION OF THE PROJECT.

ALL TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED AFTER VEGETATION

ESTABLISHMENT OR AT THE DISCRETION OF THE ENGINEER. CARE SHALL BE TAKEN

DURING REMOVAL TO MINIMIZE SILTATION IN NEARBY DRAINAGE COURSES.

6 6

SOIL EROSION & SEDIMENTATION

CONTROL MEASURES

R-96-E6-3-2010

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

NOTES:

THIS STANDARD PLAN WILL SERVE AS A KEY IN THE SELECTION OF THE

APPROPRIATE SOIL EROSION AND SEDIMENTATION CONTROL DETAILS. THIS PLAN

ALSO PROVIDES THE KEY TO THE NUMBERED EROSION CONTROL ITEMS SPECIFIED

ON THE CONSTRUCTION PLANS. REFER TO THE MDOT SOIL EROSION &

SEDIMENTATION CONTROL MANUAL, SECTION 6 FOR SPECIFIC DETAILS, CONTRACT

ITEMS (PAY ITEMS), AND PAY UNITS.

9-10-2010

Page 76: Michigan dot standard_plan_distribution
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Page 78: Michigan dot standard_plan_distribution

PAVEMENT

PAVED

SHOULDER

AGGREGATE

SHOULDER

4% 4%

SEED, FERTILIZE, AND MULCH AS SPECIFIED ON PLANS

TYPICAL SLOPE AND DITCH PROTECTION

MULCH BLANKET SPILLWAY DITCH

PAVEMENT

PAVED

SHOULDER

AGGREGATE

SHOULDER

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

ENGINEER OF DEVELOPMENT

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

ENGINEER OF DELIVERY

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

MEDIAN DITCH

18’ MIN. HIGH VELOCITY MULCH BLANKET

7-30-2010 R-100-F1

PAVED SHOULDER

AGGREGATE

PAVEMENT

BACKSLOPE

(SEE NOTES)

DITCH

SEE DETAIL A

SEED, FERTILIZE,

AND MULCH

AS SPECIFIED ON PLANS

PAVED SHOULDER

AGGREGATE

PAVEMENT

UNDISTURBED

GROUND

SEE DETAIL A

6" TO 10"

AGGREGATE

OR EARTH

3" TO 4"

B.L.T.

W.K.P. 4

DETAIL A

SEE DETAIL A

HIGH VELOCITY MULCH BLANKET

AS SPECIFIED ON PLANS TO

VERTICAL HEIGHT OF 1’-0"

ABOVE DITCH BOTTOM

SEE DETAIL ASEE DETAIL A

MULCH BLANKET

ON GUARDRAIL FILL SLOPE

ANCHOR

MULCH BLANKET

SEEDING

AND TREE PLANTING

USE HIGH VELOCITY MULCH BLANKET ON FILL SLOPES 1:2 OR STEEPER

USE STANDARD MULCH BLANKET ON FILL SLOPES FLATTER THAN 1:2

6’

MULCH BLANKET

6’

MULCH BLANKET

6’

MULCH BLANKET

NOTE:

A 6’ WIDE MULCH BLANKET SHALL BE USED ON BOTH SIDES OF NORMAL

SECTIONS, HIGH SIDES OF ALL SUPERELEVATED SECTIONS, AND LOW

SIDES OF PAVEMENTS HAVING A SUPERELEVATION OF 5% OR LESS.

9-10-2010

Page 79: Michigan dot standard_plan_distribution

BRACING DETAILBRACING - VERTICAL STAKES

TRIPOD GUYING DETAIL

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

7-30-2010 R-100-F2

LOOSEN SUBSOIL

PREPARED SOIL

TREE TRUNK

STEEL T-POSTSTEEL T-POSTS

SPACED TO AVOID

ROOT BALL.

18"

MIN.

MIN

.

6"

MIN

.

12

"

5" - 6" MULCH

TO COVER ENTIRE PLANTING HOLE.

TAPER MULCH TO TRUNK.

TREE TRUNK

2" x 4" STAKES

STAPLE

2/3

TO

TA

L H

EIG

HT

OF

EV

ER

GR

EE

N

24"

MIN

.

18"

MIN.

MIN

.

6"

PREPARED SOIL

LOOSEN SUBSOIL

NOTCHED STAKE

IN UNDISTURBED SOIL

5" - 6" MULCH

TO COVER ENTIRE PLANTING HOLE.

TAPER MULCH TO TRUNK.

4

SEEDING

AND TREE PLANTING

5" - 6" MULCH

TO COVER ENTIRE PLANTING HOLE.

TAPER MULCH TO TRUNK.

RUBBER HOSE,

INTERLOCK NEW 1/2 " x 12"

(MIN. LENGTH) RUBBER HOSES.

#11 GALVANIZED WIRE

WIRE SHALL BE SEMI-TAUGHT,

ALLOWING 1/2 " MOVEMENT OF

TREE IN ALL DIRECTIONS.

KRAFT TREE WRAP

TO COVER TRUNKS OF ALL DECIDUOUS TREES,

BEGINNING BELOW SOIL LINE JUST ABOVE ROOTS.

WRAP WITH MINIMUM 2" WIDE MASKING TAPE IN

FIVE PLACES, INCLUDING TOP & BOTTOM OF WRAPPING.

MASKING TAPE SHALL BE WRAPPED AROUND TREE A

MINIMUM OF TWO TIMES EACH PLACE. USE OF TWINE,

WIRE, OR DUCT TAPE WILL NOT BE ALLOWED.

#11 GALVANIZED WIRE

WRAPPED ONE REVOLUTION

AND BETWEEN OUTSIDE

RIDGES OF THE T-POST.

TOP OF ROOT BALL SHOULD BE

SET AT OR SLIGHTLY HIGHER

THAN SURROUNDING GRADE.

BRACE DECIDUOUS TREES 2" TO 4" IN CALIPER OR 8’

OR MORE IN HEIGHT WITH TWO STAKES.

BRACE DECIDUOUS TREES LESS THAN 2" IN CALIPER

OR 8’ IN HEIGHT WITH ONE STAKE ON THE WESTERLY

SIDE OF THE PLANT.

GUYING - TRIPOD METHOD

SLOPE PLANTING

STEEL T-POSTS

SPACED TO AVOID

ROOT BALL

LOOSEN SUBSOIL

PREPARED SOIL MIN.

18"

MIN

.

6"

GUY EVERGREENS OVER 4" IN CALIPER OR 6’ IN

HEIGHT WITH THE TRIPOD METHOD AND UNDER 6’

IN HEIGHT WITH TWO STAKES.

#11 GALVANIZED WIRE,

WIRE SHALL BE SEMI-TAUGHT

ALLOWING 1/2 " MOVEMENT OF

TREE IN ALL DIRECTIONS.

RUBBER HOSE,

INTERLOCK NEW 1/2 " x 12"

(MIN. LENGTH) RUBBER HOSES.

STEEL T-POSTS

SPACED TO AVOID ROOT BALL,

INSTALL IN VERTICAL POSITION.

9-10-2010

Page 80: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

FILL PREPARED SOIL TO 1/2 THE DEPTH OF THE ROOT BALL,

PACK FIRMLY, AND PUDDLE WITH WATER.

BACKFILL WITH PREPARED SOIL WHICH, AFTER COMPACTION, IS

FLUSH WITH SURROUNDING GROUND LEVEL.

LOOSEN SUBSOIL TO A DEPTH OF 4". LOOSEN EARTH ON SIDES

OF PLANT POCKET TO BREAK ANY GLAZING CAUSED BY DIGGING.

PLANTING NOTES:

COVER ENTIRE PLANT POCKET AREA WITH 5"-6" MULCH. PRUNE,

WRAP, AND BRACE AND GUY.

ALL EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE -

IMMEDIATELY.

WHEN PLANTS ARE FURNISHED IN CONTAINERS, CONTAINERS

SHALL BE COMPLETELY REMOVED AT THE TIME OF PLANTING.

TREE HEIGHTS ARE SHOWN BEFORE PRUNING. TREE PLANTING

DEPTHS ARE SHOWN AFTER SETTLING.

TREES AND SHRUBS SHALL NOT BE PLANTED WITHIN 50’ AND 30’

RESPECTIVELY OF THE NEAREST EDGE OF METAL - EXCEPT WHERE

INACCESSIBLE TO VEHICLES.

STEEL T-POSTS

SPACED TO AVOID

ROOT BALL

LOOSEN SUBSOIL

PREPARED SOIL

6"

MIN

.

MIN.

18"

5" - 6" MULCH

TO COVER ENTIRE PLANTING HOLE.

TAPER MULCH TO TRUNK.

BRACING - SEE DETAIL

MULTIPLE STEM TREES

AS PER PLANS

5" - 6" MULCH

TO COVER ENTIRE PLANTING HOLE.

TAPER MULCH TO TRUNK.

1 ON 2 SLOPE, TYP.

PREPARED SOIL

RAISED SHRUB BED DETAIL

PREPARED SOIL

12

"

MIN

.

MIN

.

3"

FIRST AND SECOND WATERING AND CULTIVATION SHALL INCLUDE SHRUB BEDS.

CUT 6" X 12" (MIN.) EDGING AROUND THE PERIMETER OF ALL SHRUB BEDS SHOWN

ON THE PLANS. SPRAY A NON-PERSISTANT GLYPHOSATE HERBICIDE TO ENTIRE

SHRUB BEDS PRIOR TO PLANTING AND BARK PLACEMENT.

SHRUB BEDS ARE TO BE PAID FOR BY THE PAY ITEM ’SITE PREPARATION’.

ALL PLANTS SHALL BE SET PLUMB AND HAVE THE BEST SIDE OF PLANT FACING

THE MAIN VIEWING DIRECTION.

6"

MIN

SHRUB BED DETAIL

6"

MIN

6"

MIN

LOOSEN SUBSOIL

6"

MIN

6"

MIN 6"

MIN

MIN12"

SHRUB BED EDGING DETAIL

MIN

6"

7-30-2010 R-100-F3 4

SEEDING

AND TREE PLANTING

5" - 6" MULCH

COVER ENTIRE PLANT BED.

TAPER MULCH TO TRUNK.

9-10-2010

Page 81: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

7-30-2010 R-100-F4 4

ITEMS CALLED FOR ON THIS STANDARD MAY ALSO BE USED DURING

CONSTRUCTION AS AN EROSION CONTROL MEASURE. SEE STANDARD PLAN

R-96-SERIES.

ALL DITCHES SHOULD HAVE HIGH VELOCITY MULCH BLANKET FOR EROSION

CONTROL.

THE FIRST 6’ BEHIND THE CURB OR SHOULDER IN URBAN MEDIAN AREAS

WILL BE SEEDED, FERTILIZED, AND MULCHED WITH MULCH BLANKET.

THE REMAINING AREAS WILL BE SEEDED, FERTILIZED, AND MULCHED WITH

MULCH BLANKET OR STANDARD MULCH ANCHORED IN PLACE WITH A MULCH

ADHESIVE OR WITH A MULCH NET.

ALL AREAS WHERE MULCH BLANKET IS CALLED FOR SHALL BE SEEDED,

FERTILIZED, AND TOPSOILED AS SPECIFIED ON PLANS. NO MULCH OR

ANCHORING MULCH IS REQUIRED WHERE MULCH BLANKET IS INSTALLED.

SEEDING

AND TREE PLANTING

BACKSLOPE RESTORATION TREATMENT SHALL BE THE SAME AS THE FRONT

SLOPE.

SEEDING NOTES:

THIS STANDARD ILLUSTRATES THE TYPICAL USE OF SEEDING WITH MULCH,

AS THESE ITEMS RELATE TO ROADWAY CONSTRUCTION. THE ACTUAL

DESIGN AND MATERIALS USED TO CONSTRUCT THE COMPLETE SECTION,

WHICH INCLUDES SEEDING WITH MULCHING, WILL BE ACCORDING TO THE

PLANS AND CURRENT SPECIFICATIONS.

PERENNIAL BEDS ARE TO BE PAID FOR BY THE PAY ITEM ’SITE PREPARATION’.

COVER ENTIRE PLANT POCKET AREA WITH 5" - 6" MULCH AS SHOWN.

REFER TO THE "SPECIAL PROVISIONS FOR BARE ROOT PLANTING"

FOR SHIPPING, STORAGE AND HANDLING REQUIREMENTS.

MAINTAIN ROOT MOISTURE BY KEEPING ROOTS IMMERSED IN WATER

PRIOR TO PLANTING.

ROOT PRUNE AS NECESSARY TO REMOVE ALL DAMAGED OR BROKEN

ROOTS, AND AS REQUIRED BY THE DISTRICT FORESTER OR RESOURCE

SPECIALIST.

DIG PLANTING HOLES AT LEAST 12" WIDE AND 12" DEEP TO

ACCOMODATE ROOT MASS.

SET PLANTS PLUMB WITH THE ROOTS SPREAD PUT IN A NATURAL

POSITION AT A DEPTH EQUAL TO THE DEPTH AT THE NURSERY.

HOLD PLANT FIRMLY AND PUDDLE (NOT TAMP) THE BACKFILL

AROUND THE ROOTS WITH WATER. SUFFICIENT WATER SHALL BE

USED TO ENSURE SATURATION OF THE BACKFILL, BUT CARE

SHOULD BE TAKEN NOT TO OVERWATER, CAUSING A FLOATING

SOIL MASS THAT PREVENTS COMPACTION AND MAY RESULT IN AIR

POCKETS ADJACENT TO THE ROOTS. BACKFILL SHOULD BE FLUSH

WITH THE GROUND AFTER COMPACTION.

PERENNIALS ARE TO BE FULLY DEVELOPED TWO YEAR #2 CONTAINER PLANTS.

FIRST AND SECOND WATERING AND CULTIVATION SHALL INCLUDE PERENNIAL BEDS.

ENTIRE PERENNIAL BED SHALL BE EXCAVATED DOWN 12" AND REPLACED WITH

12" OF PREPARED SOIL.

PERENNIAL PLANTS

LOOSEN SUBSOIL

PREPARED SOIL

2" - 3" MULCH

COVER ENTIRE PLANT BED.

TAPER MULCH TO TRUNK.

1 1/2 x

CONTAINER

DEPTH

1 1

/2

x

CO

NT

AIN

ER

DE

PT

H

PLANTING BARE ROOT PLANT MATERIAL

PREPARED SOIL

LOOSEN SUBSOIL

5" - 6" MULCH

COVER ENTIRE PLANT BED.

TAPER MULCH TO TRUNK.

12" MIN

12

" M

IN

BARE ROOT PLANTS

MEDIAN PLANTING

NOT TO SCALE

40’40’ 70’

70’ 40’

20

TY

P

PLANTING ZONE LIMITS

150’

20

TY

P

PLANTINGS MUST BE A MINIMUM OF 150’

FROM CENTERLINE OF CROSSROADS.

MINIMUM SETBACK OF 10’ FROM BACK

OF CURB IN THE TURN LANE FOR SHADE

AND INTERMEDIATE TREES.

PLANTING ZONE LIMITS70’

THRU LANE

THRU LANE

9-10-2010

Page 82: Michigan dot standard_plan_distribution
Page 83: Michigan dot standard_plan_distribution
Page 84: Michigan dot standard_plan_distribution

1 7

SUPERELEVATION AND

PAVEMENT CROWNS

RATE OF

SUPERELEVATION

RATE OF SUPERELEVATION MINUS

NORMAL SHOULDER SLOPE

RATE OF SUPERELEVATION

SHOULDER

RATE OF SUPERELEVATION

SHOULDER

LEGEND

x

x

RAMPS

SSUPERELEVATION

W = RAMP WIDTH

D

W = RAMP WIDTH

PLAN GRADE

PLAN GRADE AND

POINT OF ROTATION

(NORMAL)

(SUPERELEVATED)

SHOULDER SHOULDERPAVEMENT WIDTH

W W

DPLAN GRADE PLAN GRADE

PLANE OF SUPERELEVATION

D

PLAN GRADE AND

POINT OF ROTATION

DEPTH AS SHOWN ON PLANS

(TWO-WAY SHOWN)

\

SUPERELEVATED FINISHED SECTION

NOTE: SUBGRADE DRAINAGE SHALL BE

AS SHOWN ON PLAN TYPICAL

CROSS SECTIONS

SUPERELEVATIONRATE OF

1%3% TO AND

INCLUDING 5%

2%

2%

(MORE THAN 5%)

2%

(WHEN RATE OF SUPERELEVATION5% OR LESS)

WHEN RATE OF FULL

SUPERELEVATION IS

NC = NORMAL CROWN RATE

W = DISTANCE IN FEET FROM POINT OF

ROTATION TO FARTHEST OUTSIDE EDGE

D = W NC

e = RATE OF SUPERELEVATION

S = W e

C = CROWN RUNOUT / TANGENT RUNOUT

(ADVERSE CROWN REMOVED)

L = TRANSITION LENGTH OR SUPERELEVATION

RUNOFF OF INSIDE OR OUTSIDE EDGE OF

PAVEMENT

% = SUPERELEVATION TRANSITION SLOPE OF

PAVEMENT EDGES

B.L.T.

W.K.P.

HIGH SIDE SHOULDER CHART

SHOULDER SLOPE

(SEE HIGH SIDE

SHOULDER CHART)

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

ENGINEER OF DEVELOPMENT

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

ENGINEER OF DELIVERY

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

SHOULDER SLOPE

AT FULL SUPERELEVATION EQUALS

OVER 5%

SHOULDER SLOPE EQUALS THE

RATE OF SUPERELEVATION OR

THE NORMAL SHOULDER SLOPE

WHICHEVER IS GREATER

DITCH DEPTH ON INSIDE OF CURVE

EQUALS NORMAL DITCH DEPTH PLUS

WIDTH OF PAVEMENT AND SHOULDER

INSIDE THE POINT OF ROTATION

TIMES RATE OF SUPERELEVATION

OR 1’ BELOW SAND SUBBASE,

WHICHEVER IS GREATER

DITCH DEPTH ON OUTSIDE OF CURVE

EQUALS NORMAL DITCH DEPTH MINUS

WIDTH OF PAVEMENT AND SHOULDER

OUTSIDE THE POINT OF ROTATION

TIMES RATE OF SUPERELEVATION OR

1’ BELOW SAND SUBBASE, WHICHEVER

IS GREATER

R-107-H

FROM 2% TO 3%

NOTES:

THE CROWN POINT AND POINT OF ROTATION WILL NORMALLY BE AT THE

CENTER OF TWO-LANE AND FOUR-LANE UNDIVIDED PAVEMENTS AND AT THE

EDGE OF AN INSIDE LANE OF FIVE-LANE UNDIVIDED PAVEMENTS. THE

POINT OF ROTATION WILL NORMALLY BE AT THE INSIDE EDGES OF DIVIDED

PAVEMENTS.

THE CROWN IS TO BE REMOVED IN SUPERELEVATION SECTIONS.

ON URBAN SERVICE ROADS AND URBAN FREE ACCESS TRUNKLINE CURVES

WHERE DRIVEWAYS ARE PREVALENT, AND WHERE NORMAL SUPERELEVATION

CANNOT BE OBTAINED, A MINIMUM OF 1.5% TO 2% SUPERELEVATION IN THE

DIRECTION OF THE CURVE MAY BE USED TO REMOVE THE ADVERSE CROWN.

DESIGN MODIFICATION OF TRANSITIONS, POINT OF ROTATION, AND CROWNS

MAY BE NECESSARY TO IMPROVE RIDING QUALITY AND APPEARANCE.

THE LOCATION, LENGTH OF SUPERELEVATION TRANSITIONS, CROWN RUNOFF

LENGTHS, SUPERELEVATION RATES, AND POINT OF ROTATION WILL BE AS

SPECIFIED ON THE PLANS.

SPIRAL LENGTHS WILL BE EQUAL TO OR LONGER THAN TRANSITION SLOPE

LENGTHS.

10-19-2009

SPIRAL TRANSITIONS SHOULD BE USED ON NEW ALIGNMENTS, BASED ON

THE DESIGN SPEED OF THE CURVE AND THE RADIUS AS SHOWN IN THE

TABLE. THE TABLE GIVES THE MAXIMUM RADIUS IN WHICH A SPIRAL

SHOULD BE USED.

BEGIN THE HIGH SIDE SHOULDER TRANSITION AT THE PAVEMENT CROWN

RUN OUT POINT (CROWN REMOVED). TRANSITION THE SHOULDER IN THE

DISTANCE "L" TO THE SHOULDER SLOPE RATE REQUIRED AT FULL PAVEMENT

SUPERELEVATION.

IF THE RATE OF FULL PAVEMENT SUPERELEVATION IS GREATER THAN THE

NORMAL SHOULDER SLOPE, BEGIN THE LOW SIDE SHOULDER TRANSITION

WHEN THE PAVEMENT REACHES THE SAME PLANE AND SLOPE RATE AS THE

NORMAL SHOULDER.

WHEN TRANSITIONING THE SHOULDER SLOPE TO/FROM A BRIDGE SECTION,

CALCULATE THE TRANSITION DISTANCE USING THE SUPERELEVATION

TRANSITION SLOPE ( %) REQUIRED FOR THE CURVE, OR IN TANGENT

SECTIONS, USE THE MINIMUM VALUE FOR SUPERELEVATION TRANSITION

SLOPE ( %) GIVEN IN THE TABLE, IN THE COLUMN FOR THE SPEED OF

THE ROADWAY. (TRANSITION DISTANCE = SHOULDER WIDTH x (RATE OF

BRIDGE SHOULDER SUPERELEVATION MINUS RATE OF ROAD SHOULDER

SUPERELEVATION) x 100 / %)

9-10-2010

Page 85: Michigan dot standard_plan_distribution

2 7

PAVEMENT CROWNS

SUPERELEVATION AND

265

300

350

400

450

500

600

700

720

800

820

900

1000

1150

1200

1400

1800

2000

2500

3000

3500

4000

5000

6000

8000

10000

12000

14000

17000

20000

23000

2.0

2.0

2.3

2.5

3.0

3.4

3.5

3.8

4.1

4.3

4.4

4.6

4.7

5.0

5.4

5.7

6.0

6.3

6.7

6.9

0.50

0.50

0.51

0.52

0.54

0.55

0.56

0.57

0.57

0.58

0.58

0.59

0.60

0.61

0.62

0.63

0.64

0.65

0.66

0.42

0.43

0.45

0.46

0.49

0.50

0.51

0.52

0.53

0.54

0.54

0.55

0.56

0.57

0.58

2.0

2.0

2.2

2.5

2.9

3.5

3.8

4.5

4.9

5.0

5.4

5.7

5.9

6.0

6.3

6.3

6.7

7.0

0.41

0.40

0.40

0.43

0.44

0.46

0.47

0.49

0.50

0.50

0.52

0.52

0.53

0.53

0.54

0.54

2.0

2.4

2.6

3.0

3.5

4.1

4.4

5.1

5.6

5.7

6.1

6.4

6.6

6.7

6.9

6.9

0.42

0.41

0.40

2.0 0.40

0.42

0.43

0.44

0.45

0.46

0.48

0.49

0.49

0.49

0.50

0.50

0.50

2.0

2.3

2.8

3.1

3.5

4.1

4.7

5.1

5.8

6.3

6.4

6.7

6.9

7.0

7.0

0.42

0.41

0.40

2.0 0.40

0.41

0.42

0.43

0.44

0.45

0.46

0.47

0.47

2.3

2.7

3.3

3.6

4.1

4.7

5.4

5.7

6.5

6.8

6.9

0.40

0.39

0.39

2.0 0.38

0.40

0.41

0.42

0.43

0.44

0.45

2.7

3.1

3.8

4.2

4.7

5.3

6.1

6.4

6.9

0.39

0.38

0.37

2.1 0.36

0.38

0.39

0.41

0.42

0.43

3.0

3.5

4.2

4.7

5.2

5.9

6.6

6.9

0.37

0.35

0.34

2.3 0.33

2.0 0.32

2.0 0.32

0.36

0.37

0.38

0.39

0.40

2.6

3.3

3.9

4.7

5.2

5.9

6.5

7.0

0.34

0.33

0.32

2.1 0.31

2.0 0.31

2.0 0.31

0.35

0.36

0.37

0.38

2.9

3.7

4.4

5.3

5.9

6.5

7.0

0.34

0.33

0.31

2.3 0.31

2.0 0.30

2.0 0.30

0.42

0.44

0.44

3.3

3.5

3.8

4.2

4.6

4.8

0.41

0.40

0.39

2.8 0.37

2.4 0.36

2.0 0.34

60 MPH

e % e % e % e % e % e % e % e % e % e % % % % % % % % % % %

75 MPH70 MPH

65 MPH60 MPH55 MPH50 MPH45 MPH40 MPH30 MPH

RATE OF SUPERELEVATION AND SUPERELEVATION TRANSITION SLOPE

(FEET)

RADIUS

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

--------

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

1600 2.7 0.52 0.484.1 0.484.8 0.475.4 0.456.1 0.446.7 0.437.0 0.454.9

2.0 0.36

0.53

R MIN.= 2344’

R MIN.= 1922’

R MIN.= 1565’

R MIN.= 1263’

R MIN.= 1008’

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

NC

R MIN.= 1412’

35 MPH

e % %

----

----

----

----

----

----

----

----

----

NC

NC

NC

NC

NC

NC

NC

NC

NC

2.0

2.4

2.9

3.1

3.7

4.1

4.3

4.6

4.8

5.1

5.1

5.4

5.5

5.9

6.4

6.6

6.8

0.45

0.46

0.48

0.49

0.52

0.53

0.54

0.55

0.55

0.56

0.57

0.57

0.58

0.60

0.61

0.61

3.4 0.50

0.51

2.0

2.0

R MIN.= 464’

R MIN.= 614’

R MIN.= 794’

0.45

0.45

2.0 0.34

max

max

FREEWAYS

225 7.0 0.66

R MIN.= 222’

R MIN.= 327’

7.0 0.62

URBAN RAMPS

FREEWAYS AND

URBAN

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

R-107-H

RAMPS (WITH A 60 MPH DESIGN SPEED) IS 5%, OTHERWISE e = 7% .

USE e . MAXIMUM SUPERELEVATION FOR URBAN FREEWAYS AND URBAN

FOR RADII LESS THAN THOSE TABULATED, (BUT NOT LESS THAN R MIN.),

RADIUS, USE THE MAXIMUM DELTA VALUE FOR THE CORRESPONDING SPEED.

IF DELTA VALUES FROM THE CHART CANNOT BE OBTAINED FOR THE DESIGN

(STOPPING CONDITION) SHOULD BE LIMITED TO 5% MAX.

THE RATE OF SUPERELEVATION FOR CURVES APPROACHING RAMP TERMINALS

LOOP RAMPS SHALL HAVE A 7% RATE OF SUPERELEVATION.

NOTES:

10-19-20099-10-2010

MICHIGAN DEPARTMENT OF TRANSPORTATION.

NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL SIGNED COPY APPROVED FOR PUBLICATION, IS KEPT ON FILE AT THE

Page 86: Michigan dot standard_plan_distribution

3 7

SUPERELEVATION AND

PAVEMENT CROWNS

3 2 1 3 2 1 3 2 1

W W

3 2

1

1

2

3

CBA

1

2 3

3

2

1

3

%

L = (100) %

SC = (100)

%

D

P.C. OR P.T.

PLAN GRADE AND

POINT OF ROTATION

1

2

3

D

SS

D

S

D

S

W W

D

1 2 1 2 1 2 1 2

SLEVEL

D

3

C = (100) %

DL = (100)

%

S

2

1

A

21 1

2

B C D

2

1

S

P.C. OR P.T.

PLAN GRADE AND

POINT OF ROTATION

%

LEVEL

W W

SECTION

AT A

SECTION

AT B

SECTION

AT C

SECTION

AT D

UNSPIRALED RAMP (CROWN SAME DIRECTION AS SUPER)UNSPIRALED RAMP (CROWN ADVERSE TO SUPER)

SECTION AT A SECTION AT B SECTION AT C SECTION AT D

UNSPIRALED TWO-WAY ROADWAY

W W

D

1 2 1 2 1 2 1 2

S

D

3

L = (100) %

S

1

2

A

1

2

1

2

B C D

2

1

S

P.C. OR P.T.

PLAN GRADE AND

POINT OF ROTATION

SECTION

AT A

SECTION

AT B

SECTION

AT C

SECTION

AT D

%

S - D (100)

(USED ONLY FOR DETERMINING PC/PT)

ACTUAL TRANSITION

NO

TRANSITION

PCPC

= CROWN POINTPC

CR

OW

N

DISTANCE FROM IN FT.

2% = NC

30

35

40

50

45

55

SPIRAL CURVE TRANSITIONS

456

620

810

1025

1265

1531

60

65

70

80

75

1822

2138

2479

2846

3238

DESIGN

SPEED

(MPH)

DESIGN

SPEED

(MPH)

MAXIMUM

RADIUS

(FEET)

MAXIMUM

RADIUS

(FEET)

ABBREVIATIONS FOR

SPIRALED RAMPS AND ROADWAYS:

T.S. = TANGENT TO SPIRAL

S.T. = SPIRAL TO TANGENT

C.S. = CURVE TO SPIRAL

S.C. = SPIRAL TO CURVE

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

R-107-H10-19-20099-10-2010

Page 87: Michigan dot standard_plan_distribution

4 7

SUPERELEVATION AND

PAVEMENT CROWNS

%

3

2

1 3

1 2

3

2

1

3

2

1

5

4

3

5

3 4

5

4

3 3

4

5

%C = (100)

%

3

1/2 D

A

B

C

D

321 3 4 5 321 3 45

321 34

5

321 3

4

5

W

1/2

S

1/2

S

S

1/2

S

1/2

S

S

WW W

S

S

1/2

D

PLAN GRADE OR

POINT OF ROTATION

P.C. OR P.T.

1/2

D

LE

FT

RO

AD

WA

YR

IGH

T R

OA

DW

AY

1/2

D

%

S

3S

3S

3S

S

3S

3S

3S

3 OUTSIDE

S - 1/2 DL = (100)

%

S - D32

OUTSIDEL = (100) %

31

OUTSIDE

DC = (100)

P.C. OR P.T.

3

%

S - D31

L = (100) %

32 D

INSIDE INSIDE

INSIDE

P.C. OR P.T.

4

3

2

6

57

C

1

4

7

6

5

A

B

4 5 6

4

3

2

1

4

3

1 2

4

7

4

3

2

1

7

6

5

4

D

4

5

6

7

1

2

3

4

E

1

W

3 D

3 D

2

2 3 4 4 5 6 7

W

LE

FT

RO

AD

WA

YR

IGH

T R

OA

DW

AY

3 D

3 D

1 2 3 4 4 5 6 7

LEVEL

1 2 3 4 4 5 67

LEVEL

1 2 3 4 45

67

1 2 3 4 4

5

6

7

W W

S

S

%

%

LEVELLEVEL

PLAN GRADE AND

POINT OF ROTATION

SECTION AT DSECTION AT CSECTION AT BSECTION AT A

UNSPIRALED FOUR LANE DIVIDED ROADWAY

UNSPIRALED SIX LANE DIVIDED ROADWAY

SECTION AT A

SECTION AT B SECTION AT C SECTION AT D SECTION AT E

C = (100)

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

R-107-H10-19-20099-10-2010

Page 88: Michigan dot standard_plan_distribution

W W

3 2 1 3 2 1 3 2 1

W W

3 2

1

1

2

3

CBA

1

2 3

3

2

1 %

L = (100) %

SC = (100)

%

C.S OR S.C.

PLAN GRADE AND

POINT OF ROTATION

1

2

3

DS

S

D

S

D

S

T.S. OR S.T.

%

D

LEVEL

SECTION AT A SECTION AT B SECTION AT C SECTION AT D

SPIRALED TWO-WAY ROADWAY

W W

D

1 2 1 2 1 2 1 2

SLEVEL

D

C = (100) %

DL = (100)

%

S

2

1

A

21

1

2

B C D

2

1

S

PLAN GRADE OR

POINT OF ROTATION

T.S. OR S.T. C.S. OR S.C.

%

SECTION

AT A

SECTION

AT B

SECTION

AT C

SECTION

AT D

SPIRALED RAMP (CROWN ADVERSE TO SUPER) SPIRALED RAMP (CROWN SAME DIRECTION AS SUPER)

W W

D

1 2 1 2 1 2 1 2

S

D 1

2

A

1

2

1

2

B C D

2

1

S

PLAN GRADE OR

POINT OF ROTATION

%

T.S. OR S.T. C.S. OR S.C.

SECTION

AT A

SECTION

AT B

SECTION

AT C

SECTION

AT D

%

S - D (100)

L = (100) %

S

ACTUAL TRANSITION

NO

TRANSITION

5 7

SUPERELEVATION AND

PAVEMENT CROWNS

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

R-107-H10-19-20099-10-2010

Page 89: Michigan dot standard_plan_distribution

6 7

SUPERELEVATION AND

PAVEMENT CROWNS

%

3

2

1 3

1 2

3

2

1

3

2

1

5

4

3

5

3 4

5

4

3 3

4

5

%C = (100)

%

1/2 D

A

B

C

D

321 3 4 5 321 3 45

321 34

5

321 3

4

5

W

1/2

S

1/2

S

S

1/2

S

1/2

S

S

WW W

S

S

1/2

D

PLAN GRADE OR

POINT OF ROTATION 1

/2 D

LE

FT

RO

AD

WA

YR

IGH

T R

OA

DW

AY

1/2

D

%

S - 1/2 DL = (100)

C.S OR S.C.T.S. OR S.T.

S

3S

3S

3S

S

3S

3S

3S

4

3

2

6

57

C

1

4

7

6

5

A

B

4 5 6

4

3

2

1

4

3

1 2

4

7

4

3

2

1

7

6

5

4

D

4

5

6

7

1

2

3

4

E

1

W

3 D 3 D

2

2 3 4 4 5 6 7

W

LE

FT

RO

AD

WA

YR

IGH

T R

OA

DW

AY

3 D

3 D

1 2 3 4 4 5 6 7

LEVEL

1 2 3 4 4

LEVEL

1 2 3 4 45

67

1 2 3 4 4

5

6

7

W WS

S

T.S. OR S.T. C.S OR S.C.

C.S OR S.C.

T.S. OR S.T.

%

%

LEVELLEVEL

PLAN GRADE AND

POINT OF ROTATION

5 67

SECTION AT A SECTION AT B SECTION AT C SECTION AT D

SECTION AT A

SECTION AT B SECTION AT C SECTION AT D SECTION AT E

SPIRALED SIX LANE DIVIDED ROADWAY

SPIRALED FOUR LANE DIVIDED ROADWAY

%

S - D31

L = (100) %

32 D

INSIDE INSIDEC = (100)

%

S - D32

OUTSIDEL = (100) %

31

OUTSIDE

DC = (100)

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

R-107-H10-19-20099-10-2010

Page 90: Michigan dot standard_plan_distribution
Page 91: Michigan dot standard_plan_distribution

7 7R-107-H

SUPERELEVATION AND

PAVEMENT CROWNS

ZNUMBER

OF LANES

3

5

7

32

1/2

3/4

Z VALUES FOR

UNSPIRALED TWO WAY ROADWAYS

WITH AN ODD NUMBER OF LANES

%

Z .

2 3 2 3 2 3 2 3

S

C = (100) %

DL = (100)

%

S

2

1

A

21

1

2

B C D

S

%

SECTION

AT A

SECTION

AT B

SECTION

AT C

SECTION

AT D

3 3 3

3

2

1

%

S - D(100)

%

1

W W

LEVEL

D

1 1 1

2 3 2 3 2 3 2 3

C = (100) %

DL = (100)

%

S

2

3

A

21

1

2

B C D

SECTION

AT A

SECTION

AT B

SECTION

AT C

SECTION

AT D

13 3

3

2

1

%

S - D(100)

1

W

LEVEL

1 1 1

D

S

S

W

Z S.

Z S.

Z S.

Z D.

Z W.

Z W. Z W.

UNSPIRALED TWO WAY ROADWAY WITH ODD NUMBER OF LANES

(FARTHEST EDGE ON HIGH SIDE)

Z S.

Z .

%

Z W.

Z D.

UNSPIRALED TWO WAY ROADWAY WITH ODD NUMBER OF LANES

(FARTHEST EDGE ON LOW SIDE)

3

P.C. OR P.T.

3

P.C. OR P.T.

DZ

D.

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

10-19-20099-10-2010

Page 92: Michigan dot standard_plan_distribution

DEPARTMENT DIRECTOR MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVALCHECKED BY:

DRAWN BY:

Michigan Department of Transportation

ENGINEER OF DEVELOPMENT

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

ENGINEER OF DELIVERY

APPROVED BY:

APPROVED BY:

Kirk T. Steudle

BY

PREPARED

DESIGN DIVISION

SHOULDER AND CENTER LINE

CORRUGATIONS

8R-112-G

SECTION B - BSECTION A - A

A A

B

B

OU

TS

IDE

ED

GE

OF

PA

VE

D S

HO

UL

DE

RJOINT SPACING OF CONCRETE SHOULDER

* THE DISTANCE FROM THE CORRUGATION TO THE TRANSVERSE JOINT SHALL

BE AT LEAST 6" BUT LESS THAN 12".

A A

B

B

OU

TS

IDE

ED

GE

OF

PA

VE

D S

HO

UL

DE

R

* THE DISTANCE FROM THE CORRUGATION TO THE TRANSVERSE JOINT SHALL

BE AT LEAST 6" BUT LESS THAN 12".

CONCRETE SHOULDER PLAN

ADJACENT TO 12’ LANE

CONCRETE SHOULDER PLAN

ADJACENT TO 14’ LANE

A A

B

B

SHOULDER CORRUGATIONS

OU

TS

IDE

ED

GE

OF

PA

VE

D S

HO

UL

DE

R

A A

B

B

OU

TS

IDE

ED

GE

OF

PA

VE

D S

HO

UL

DE

R

HMA SHOULDER PLAN

ADJACENT TO 12’ LANE

HMA SHOULDER PLAN

ADJACENT TO 14’ LANE

CONTINUOUS GROOVING

FOR LENGTH OF SHOULDERCONTINUOUS GROOVING

FOR LENGTH OF SHOULDER

FREEWAY SHOULDER CORRUGATIONS

1

1/2

" -

5

/8 "1’-4"

FULL DEPTH SHOULDER PAVEMENT

7"1’-0"

1/2

" -

5

/8 "

(TY

P.)

JO

INT

LIN

E

4"

* 8 1/2 " (TYP.)

JOINT SPACING OF CONCRETE SHOULDER

JO

INT

LIN

E

SHOULDER CORRUGATIONS

SHOULDER CORRUGATIONS

* 8 1/2 " (TYP.)

6"

SHOULDER CORRUGATIONS

JO

INT

LIN

E

4"

JO

INT

LIN

E

6"

B.L.T.

W.K.P.

(FOR FREEWAY SHOULDERS PAVED 4 FEET OR GREATER)

6-7-20109-10-2010

Page 93: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

SHOULDER AND CENTER LINE

CORRUGATIONS

82

SECTION A-A

SECTION B-B

EDGE OF

TRAVELED WAY

EDGE OF

TRAVELED WAY

12’ GAP

SHOULDER

SHOULDER

EDGE OF TRAVELED WAY

EDGE OF TRAVELED WAY

48’ SHOULDER CORRUGATIONS48’ SHOULDER CORRUGATIONS

TYPICAL NON-FREEWAY

SHOULDER CORRUGATION INSTALLATION

NON-FREEWAY SHOULDER CORRUGATIONS

SHOULDER CORRUGATIONS ON TWO-WAY ROADWAYS

7" (< 1/2 ")

12" 12" (< 1/2 ")

* LATERAL DEVIATION SHALL NOT EXCEED 1" IN 100’.

12

"

NOTE:

ON CONCRETE PAVEMENTS, THE DISTANCE FROM A SHOULDER

CORRUGATION TO A TRANSVERSE JOINT SHALL BE AT LEAST

6" BUT LESS THAN 12".

SEE NOTE

3/8 "( (

- 0

+ 1/8 "

3/8 "( (

- 0

+ 1/8 "

R-112-G

(FOR NON-FREEWAY SHOULDERS PAVED 6 FEET OR GREATER)

6-7-20109-10-2010

Page 94: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

SHOULDER AND CENTER LINE

CORRUGATIONS

83

100’

SHOULDER CORRUGATIONS AT INTERSECTIONS

50’50’ BEGINNING AND END OF APPROACH OR INTERSECTION

50’50’ BEGINNING AND END OF APPROACH OR INTERSECTION

NON-FREEWAY SHOULDER CORRUGATIONS

50’

RE

SID

EN

TIA

L

DR

IVE

25’

BRIDGE

25’

APPROACH

SLAB

SHOULDER CORRUGATIONS AT BRIDGES

OMIT SHOULDER CORRUGATIONS IN THIS AREA

CO

MM

ER

CIA

L D

RIV

E

NOTE:

SHOULDER CORRUGATIONS MAY BE OMITTED IN AREAS WITH HIGH

CONCENTRATIONS OF DRIVES, WHEN DIRECTED BY THE ENGINEER.

SEE NOTES

R-112-G

(FOR NON-FREEWAY SHOULDERS PAVED 6 FEET OR GREATER)

6-7-20109-10-2010

Page 95: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

SHOULDER AND CENTER LINE

CORRUGATIONS

84

NON-FREEWAY SHOULDER CORRUGATIONS

50’

100’

50’

50’

50’

SHOULDER CORRUGATIONS AT INTERSECTIONS

50’

50’

25’25’

SHOULDER CORRUGATIONS AT RAILROADS

OMIT SHOULDER CORRUGATIONS

IN THIS AREA

R-112-G

(FOR NON-FREEWAY SHOULDERS PAVED 6 FEET OR GREATER)

6-7-20109-10-2010

Page 96: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

SHOULDER AND CENTER LINE

CORRUGATIONS

85

SECTION A-A

SECTION B-B

SHOULDER EDGE OF TRAVELED WAY

SHOULDER

\ \

EDGE OF TRAVELED WAY

TYPICAL NON-FREEWAY CENTER LINE

CORRUGATION INSTALLATION

CENTER LINE CORRUGATIONS ON TWO-WAY ROADWAYS

7" (< 1/2 ")

NON-FREEWAY CENTER LINE CORRUGATIONS

* LATERAL DEVIATION SHALL NOT EXCEED 1" IN 100’.

SEE NOTE

SUPERELEVATED ROADWAY

SECTION B-B

CROWNED ROADWAY

1/2 "( (

- 0

+ 1/8 "

3/8 "( (

- 0

+ 1/8 " 3/8 "( (

- 0

+ 1/8 "

3/8 "( (

- 0

+ 1/8 "

NOTE:

ON CONCRETE PAVEMENTS, THE DISTANCE FROM A CENTER LINE

CORRUGATION TO A TRANSVERSE JOINT SHALL BE AT LEAST

6" BUT LESS THAN 12".

R-112-G6-7-20109-10-2010

Page 97: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

SHOULDER AND CENTER LINE

CORRUGATIONS

86

25’

BRIDGE

25’

TERMINATE CENTER LINE CORRUGATIONS

AT BEGINNING AND END OF APPROACH OR INTERSECTION

OMIT CENTER LINE CORRUGATIONS IN THIS AREA

CENTER LINE CORRUGATIONS AT BRIDGES

CENTER LINE CORRUGATIONS AT INTERSECTIONS

CENTER LINE CORRUGATIONS AT DRIVEWAYS

APPROACH

SLAB

RE

SID

EN

TIA

L

DR

IVE

CO

MM

ER

CIA

L

DR

IVE

NON-FREEWAY CENTER LINE CORRUGATIONS

SEE NOTES

TERMINATE CENTER LINE CORRUGATIONS

3 TIMES WIDTH OF COMMERCIAL DRIVE

OR AS DIRECTED BY THE ENGINEER

SEE NOTES

R-112-G6-7-20109-10-2010

Page 98: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

NON-FREEWAY CENTER LINE CORRUGATIONS

25’

CENTER LINE CORRUGATIONS AT RAILROADS

25’

OMIT CENTER LINE CORRUGATIONS

IN THIS AREA

SHOULDER AND CENTER LINE

CORRUGATIONS

87R-112-G6-7-20109-10-2010

Page 99: Michigan dot standard_plan_distribution

MICHIGAN DEPARTMENT OF TRANSPORTATION

OF

SHEET

PLAN DATEF.H.W.A. APPROVAL

BUREAU OF HIGHWAY DEVELOPMENT STANDARD PLAN FOR

SHOULDER AND CENTER LINE

CORRUGATIONS

88

CORRUGATIONS SHALL NOT BE PLACED OVER A TRANSVERSE SHOULDER JOINT.

CORRUGATION LOCATION IN THE AREA OF FREEWAY RAMPS WILL BE AS FOLLOWS:

THE TYPICAL OFFSET WILL BE INCREASED TO 24" AND BE LOCATED ON THE

SHOULDER SIDE OF THE JOINT BEGINNING 300’ IN ADVANCE OF THE EXIT

RAMP TAPER. THIS OFFSET WILL CONTINUE UNTIL THE 2’ POINT OF THE

GORE. THE CORRUGATIONS WILL END ALONG THE RAMP AT THIS POINT AND

SIMULTANEOUSLY BEGIN ON THE MAINLINE SHOULDER WITH THE NORMAL OFFSET.

THE CONFIGURATION FOR ENTRANCE RAMPS WILL BE IN THE REVERSE ORDER OF

THE EXIT RAMPS.

WITHIN AN URBAN FREEWAY AREA OR OTHER LIMITED FREEWAY AREA, SHOULDER

CORRUGATIONS MAY BE OFFSET UP TO 12" FROM THE EDGE OF THE TRAVEL LANE,

AS SHOWN IN THE PLANS, OR AS DIRECTED BY THE ENGINEER. IF NEEDED,

THE CORRUGATION MAY BE LOCATED ON THE OPPOSITE SIDE OF THE JOINT FOR

14’ LANES TO MAINTAIN THE MINIMUM OFFSET TO THE JOINT LINE.

DO NOT MILL SHOULDER OR CENTER LINE CORRUGATIONS THROUGH ANY

INTERSECTION, MARKED CROSSWALK, NON-MOTORIZED PATH CROSSING, OR

SNOWMOBILE CROSSING.

R-112-G

CORRUGATIONS SHALL NOT BE PLACED OVER A TRANSVERSE SHOULDER JOINT.

NOTES: (NON-FREEWAY) NOTES: (FREEWAY)

SHOULDER CORRUGATION CROSS-SECTIONS AND LOCATIONS SHALL BE AS DETAILED

ON THIS STANDARD. CORRUGATIONS ON FREEWAYS SHALL BE IN CONCRETE AND

HMA SHOULDERS PAVED 4’-0" OR WIDER OR WHERE THE SHOULDER LIES BETWEEN

THE PAVEMENT AND VALLEY GUTTER OR CURB AND GUTTER. CORRUGATIONS WILL

NOT BE USED IN RAMP SHOULDERS OR WHERE SHOULDERS ARE SEPARATED FROM

THE PAVEMENT BY VALLEY GUTTER OR CURB AND GUTTER.

SHOULDER CORRUGATION CROSS-SECTIONS AND LOCATIONS SHALL BE AS DETAILED

ON THIS STANDARD. CORRUGATIONS ON NON-FREEWAYS SHALL BE IN CONCRETE

AND HMA SHOULDERS PAVED AT LEAST 6’-0" WIDE WITH A POSTED SPEED OF

55 MPH. CORRUGATIONS CAN BE USED IN OTHER SITUATIONS WHERE THEY HAVE

BEEN PREVIOUSLY APPROVED USING CURRENT GUIDELINES.

6-7-20109-10-2010

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