MDOT REPORT NO. 44 METRO REGION - michigan.gov€¦ · michigan department of transportation mdot report number 44 metro region state highway bridges and grade separations may 20,

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MICHIGAN DEPARTMENT OF TRANSPORTATION MDOT REPORT NUMBER 44

METRO REGION STATE HIGHWAY BRIDGES AND GRADE SEPARATIONS May 20, 2010 BRIDGE OPERATIONS UNIT CONSTRUCTION AND TECHNOLOGY DIVISION LINDA M. ATKINSON, VICE CHAIRMAN MAUREEN M. BROSNAN JERROLD M. JUNG

STATE TRANSPORTATION COMMISSION TED B. WAHBY, CHAIRMAN DIRECTOR KIRK T. STEUDLE

STEVEN K. GIRARD JAMES S. SCALICI

FOREWORD This report contains a list of all bridges and grade separations carrying Michigan Department of Transportation (MDOT) state trunklines or structures crossing state trunklines. In addition, all culverts on state trunklines whose total length (along road centerline) is 10 to 20 feet are included. This edition presents structure number, trunkline number, facilities carried, feature intersected, location, type of structure, number of spans, total length, wearing surface, roadway widths, vertical clearances, design load, and the year the structure was built and reconstructed. This is a complete record of all structures which were built or under construction as of January 2009, on which data was available. In addition, proposed structures on new alignments are included. Data on proposed structures is for information only and should not be construed as assurance that the structures will be built. Underclearance data presented in this report are as per actual field measurements. These values will be different from clearances appearing on signs attached to bridges. Underclearance data is subject to change, therefore the information in this book cannot be used for routing overheight vehicles. Information and data contained in this report are intended for internal use of MDOT only. Outside agencies having a purpose for this report may purchase copies through MDOT Publications at (517)335-2518. The data contained in this publication is in continuous review and revision. Questions or comments regarding information contained in this report should be referred to the Bridge Operations Unit, Construction & Technology Division, at (517)322-1398. Number of Copies Printed: Total Cost:

Cost Per Copy:

Bridges & Grade Separations Codes Used For Structure Type

101 Concrete Slab 104 Concrete Tee Beam 107 Concrete Rigid Frame 111 Concrete Arch - (Earth filled) 119 Concrete Culvert 124 Concrete Arch - Open Spandrel 125 Concrete Girder - Thru (Incl. Conc. Camelbacks) 201 Concrete Continuous Slab 204 Concrete Continuous Tee Beam 211 Concrete Continuous Arch - Earth Filled 219 Concrete Continuous Culvert 224 Concrete Continuous Arch - Open Spandrel 302 Steel Multi-Stringer, W or I beam, Non-Composite 303 Steel Girder & Floor Beam, Non-Composite 306 Steel Box Girder 307 Steel Rigid Frame 309 Steel Truss - Deck 310 Steel Truss - Thru 311 Steel Arch - Deck 312 Steel Arch - Thru 313 Steel Suspension 315 Steel Movable, Lift 316 Steel Movable, Bascule 319 Steel Pipe or Arch Culvert B01 - Bridge Over Waterway C01 - Culvert N01 - Structure for Non-Motorized Vehicles 324 Steel Arch - Deck, Open Spandrel 325 Steel Girder - Thru

332 Steel Multi-Stringer Composite 333 Steel Girder & Floor Beam, Composite 342 Steel Multi-Stringer Encased 352 Steel Multi-Stringer, Plate Girder, Non-Composite 362 Steel Multi-Stringer Jack Arch 382 Steel Multi-Stringer, Plate Girder, Composite 392 Steel Multi-Girder, Encased 402 Steel Continuous Multi-Stringer 403 Steel Continuous Girder & Floorbeam, Non-

Composite 405 Steel Continuous Box Beam or Girders - Multiple 406 Steel Continuous Box Beam or Girders 407 Steel Continuous Frame 408 Steel Continuous Orthotropic 409 Steel Continuous Truss - Deck 410 Steel Continuous Truss - Thru 412 Steel Continuous Arch - Thru 417 Steel Continuous Movable, Swing 432 Steel Continuous Multi-Stringer Composite 442 Steel Continuous Multi-Stringer , W or I-Beam

Encased 452 Steel Continuous Multi-Girder, Non-Composite STRUCTURE PREFIX DESIGNATIONS P01 - Pedestrian Overpass R01 - Railroad Under Highway S01 - Roadway Over Roadway 482 Steel Continuous Multi-Girder, Composite 492 Steel Continuous Multi-Stringer/Girder, Encased 501 Prestressed Concrete Slab 502 Prestressed Concrete Multi-I Beam

504 Prestressed Concrete Tee Beam 505 Prestressed Concrete Box - Adjacent 506 Prestressed Concrete Box - Spread 519 Prestressed Concrete Culvert 532 Prestressed Concrete Multi-I Beam Composite 601 Prestressed Concrete Continuous Slab 602 Prestressed Concrete Continuous I Beam 605 Prestressed Concrete Continuous Box - Adjacent 606 Prestressed Concrete Continuous Box Beam or

Girder - Single or Spread 632 Prestressed Concrete Continuous Multi-Stringer,

W or I Beam, Composite 701 Timber Slab 702 Timber Multi-Stringer 724 Timber Arch - Deck 772 Timber Multi-Stringer, Timber Floor 811 Masonry Arch 909 Wrought Iron Deck Truss 910 Aluminum Thru Truss 912 Aluminum Arch - Thru V01- Bike Path Under Highway X01 - Railroad Over Highway Z01 - Miscellaneous (Plaza, Sluice, etc.)

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STRUCTURE IDSTR NUM FACILITY CARRIED

FEATURE INTERSECTEDAND LOCATION

NO. SPANS = TOT. LENGTH

STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON

LNS ON - RD WIDTH LNS UN - HORIZ CLR

VERT CLEAR

**************Macomb

6004 B01-50011 M-53 HS 202 = 28' Main 219 BITUMINOUS 6 - 44' 1960BEAR CREEKIN WARREN

6005 B02-50011 M-53 HS 253 = 108' Main 532 MONO CONC 7 - 104' 19641995

RED RUN DRAININ WARREN


BEAVER CREEKIN WARREN

6007 B04-50011-1 M-53 NB HS 201 = 56' Main 532 LATEX CONC 3 - 63' 1964PLUM CREEK3.2 MI S OF M-59

6008 B04-50011-2 M-53 SB HS 251 = 56' Main 532 LATEX CONC 3 - 44' 1988PLUM CREEK3.2 MI S OF M-59

6009 B06-50011 M-53 SB HS 203 = 250' Main 332 LATEX CONC 2 - 31' 1966CLINTON RIVER1.6 MI S OF M-59

6010 B07-50011 M-53 NB HS 203 = 250' Main 332 LATEX CONC 2 - 31' 1966CLINTON RIVER1.6 MI S OF M-59

13532 C01-50011 M-53 OTHER40' Main 119 NA 6 - 1964STERLING RELIEF DRAIN0.5 MI N OF 15 MILE RD

13533 C02-50011 M-53 OTHER24' Main 119 MONO CONC 6 - 1964MOORES DRAINJUST S OF 17 MILE RD

6011 S02-50011 M-53 SB HS 203 = 127' Main 532 MONO CONC 2 - 40.35'14' -2 - 44.3' R

19637'' R

UTICA RD1.9 MI S OF M-59

6012 S04-50011 CLINTON RIVER RD H 155 = 318' Main 332 MONO CONC 2 - 27.89' 14' -14' -4 - 77.1' L 77.1' R

196610'' L8'' R

M-531.2 MI S OF M-59

6013 S05-50011 M-53 SB HS 203 = 142' Main 332 LATEX CONC 2 - 48.88'14' -3 - 64' R

19665'' R

CANAL RD0.4 MI S OF M-59

6014 S06-50011 M-59 HS 252 = 236' Main 505 MONO CONC 5 - 81.04' 16' -16' -6 - 78.4' L 78.4' R

199411'' L11'' R

M-53M-59 WB OV M-53

6015 S07-50011 M-59 EB HS 252 = 234' Main 505 MONO CONC 4 - 63.98' 16' -16' -6 - 78.4' L 78.4' R

19948'' L8'' R

M-53M-59 EB OV M-53

6016 S08-50011 M-53 SB HS 203 = 130' Main 505 MONO CONC 2 - 40.35'15' -2 - 44' R

196620013'' R

19 MILE RD1.0 MI S OF M-59

6017 S09-50011 M-53 NB HS 203 = 122' Main 505 MONO CONC 2 - 40.35'15' -2 - 44' R

196620014'' R

19 MILE RD1.0 MI S OF M-59


196610'' R

UTICA RD1.9 MI S OF M-59

- 1 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Macomb


19667'' R

CANAL RD0.4 MI S OF M-59

13207 S12-50011 M-53 SB HS 25182' Main 532 MONO CONC 2 - 50' 2004VAN DYKE RD & M-53 RMP0.3 MI N OF 18 MILE RD

13530 C01-50012 M-53 OTHER1 = Main 119 NA 2 -APEL DRAIN0.15 MI N OF EBELING RD

6024 B01-50013 M-53 SB HS 203 = 104' Main 532 MONO CONC 2 - 40.35' 19662001

MIDDLE BR CLINTON RIVER5.6 MI N OF M-59

6025 B03-50013 M-53 NB HS 203 = 105' Main 332 MONO CONC 2 - 40' 19662001

MIDDLE BR CLINTON RIVER5.6 MI N OF M-59

6026 C01-50013 M-53 HS 20+Mod1 = 10' Main 119 NA 4 - 1900BROWN DRAIN8 MI N OF UTICA

13353 P01-50013 PEDESTRIAN X-WAY OTHER207' Main 505 MONO CONC 17' -17' -4 - 60' L 60' R

20067'' L7'' R

M-53AT 21 MILE ROAD

13354 P02-50013 PEDESTRIAN X-WAY OTHER207' Main 505 MONO CONC 17' -17' -4 - 60' L 60' R

20067'' L7'' R

M-53AT 22 MILE ROAD

6027 S01-50013 23 MI RD H 204 = 228' Main 332 LATEX CONC 4 - 51.84' 14' -14' -6 - 78.7' L 78.7' R

19656'' L7'' R

M-533.0 MI N OF M-59


19655'' R

24 MILE RD4.0 MI N OF M-59

6029 S03-50013 26 MI RD H 202 = 209' Main 506 MONO CONC 4 - 56' 14' -14' -5 - 78.7' L 78.7' R

20099'' L9'' R

M-536.2 MI N OF M-59

6030 S08-50013 21 MI RD H 154 = 207' Main 532 MONO CONC 2 - 25.92' 14' -14' -4 - 68.2' L 68.2' R

19657'' L6'' R

M-531.0 MI N OF M-59


19656'' L7'' R

M-532.0 MI N OF M-59


196620012'' R



19668'' R


6034 S12-50013 M-53 NB HS 203 = 108' Main 506 MONO CONC 2 - 40.35'17' -2 - 37.7' R

196520013'' R



19668'' R


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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Macomb

6036 S14-50013 M-53 NB HS 203 = 117' Main 532 LATEX CONC 2 - 40.35'15' -2 - 39.7' R

19667'' R


6041 B01-50015 M-53 SB HS 203 = 60' Main 532 MONO CONC 2 - 47' 1990EAST POND CREEK0.1 MI S OF 33 MILE RD

13038 B02-50015 M-53 NB HS 251 = 76' Main 532 MONO CONC 2 - 45' 2002EAST POND CREEKBRUCE TWP SEC 35-36

13406 P01-50015 MACOMB-ORCHARD TRL H 10276' Main 532 INTEG CONC 17' -17' -4 - 99.9' L 99.9' R

20072'' L2'' R

M-530.4 MI N OF 32 MILE RD

13015 S03-50015 28 MILE RD HS 25327' Main 505 MONO CONC 2 - 43.3' 18' -16' -4 - 99.9' L 99.9' R

200211'' L7'' R

M-53WASHINGTON SEC TWP 22-27

13018 S04-50015 M-53 NB HS 253 = 238' Main 532 MONO CONC 2 - 45.3'18' -2 - 71.3' L 71.3' R

20021'' R

29 MILE RDWASHINGTON TWP SEC 14-23


19909'' R

29 MILE RD3.0 MI S OF ROMEO

13021 S08-50015 M-53 NB HS 25137' Main 505 MONO CONC 2 - 45.3' 15' -15' -2 - 47.9' L 47.9' R

20028'' L8'' R


13022 S09-50015 M-53 SB HS 25137' Main 505 MONO CONC 2 - 45.3'15' -2 - 47.9' L 47.9' R

20028'' R


13012 S11-50015 33 MILE RD HS 25398' Main 505 MONO CONC 2 - 43.3' 21' -17' -4 - 99.9' L 99.9' R

20028'' L6'' R

M-53BRUCE TWP SEC 26-35

6043 B01-50021 M-59 HS 252 = 85' Main 532 MONO CONC 8 - 150' 1994CLINTON RIVERIN UTICA

6044 S01-50021 UTICA RD HS 202 = 143' Main 532 MONO CONC 4 - 51.84' 21' -17' -7 - 64' R

199410'' L5'' R

M-59IN UTICA

6045 S02-50021 MERRILL RD HS 202 = 130' Main 532 MONO CONC 2 - 31.82' 16' -16' -6 - 64' R

199410'' L11'' R

M-59IN UTICA

6046 X01-50021 CONRAIL Railroad2 = 154' Main 352 NA 17' -18' -7 - 64' R

19946'' L0'' R

M-59IN UTICA

6047 B01-50022 M-59 EB HS 201 = 42' Main 119 MONO CONC 2 - 38' 1993GLOEDE DRAIN3.1 MI E OF M-53

6048 B02-50022 M-59 EB HS 253 = 135' Main 532 MONO CONC 3 - 54' 1996MIDDLE BR CLINTON RIVER4.2 MI E OF M-53

6049 B03-50022 M-59 WB HS 253 = 230' Main 532 MONO CONC 3 - 54' 1996N BR CLINTON RIVER0.7 MI W OF M-97

- 3 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Macomb

6050 B04-50022 M-59 WB OTHER1 = 42' Main 119 MONO CONC 4 - 1993GLOEDE DRAIN3.1 MI EAST OF M-53

12653 B05-50022 M-59 WB HS 253 = 135' Main 532 MONO CONC 3 - 59' 1996MIDDLE BR CLINTON RIVER4.2 MILES E OF M-53

12654 B06-50022 M-59 EB HS 253 = 230' Main 532 MONO CONC 3 - 55' 1996N BR CLINTON RIVER0.7 MILES W OF M-97

6053 C01-50022 M-59 EB HS 20+Mod1 = 17' Main 119 NA 2 - 1993CRITTENDEN DRAIN3.5 MILES W OF M-97

6054 C02-50022 M-59 HS 20+Mod1 = 16' Main 119 NA 2 - 1900MILLER DRAIN1.6 MI W OF M-97

13549 C03-50022 M-59 WB HS 20+Mod20' Main 119 BITUMINOUS 2 - 67' 1993CRITTENDEN DRAIN3.5 MI W OF M-97

6057 S02-50023 M-59 EB HS 203 = 159' Main 332 MONO CONC 2 - 65.3'14' -4 - 86' R

1972200910'' R

DEQUINDER RD@ OAKLAND COUNTY LINE

6058 S03-50023 X OVER W/MOUND RD HS 202 = 178' Main 532 MONO CONC 2 - 35.76' 16' -16' -4 - 86' R

19946'' L5'' R

M-590.5 WEST OF UTICA

6059 S04-50023-3 M-59 EB HS 201 = 117' Main 382 MONO CONC 2 - 65.3'14' -2 - 70.5' R

197220098'' R

RYAN RD1.5 MI W OF UTICA

6060 S04-50023-4 M-59 WB HS 251 = 117' Main 382 MONO CONC 2 - 67.1'13' -2 - 69.6' R

1971200910'' R

RYAN RD1.5 MI W OF UTICA

6061 S05-50023 U TRN W/MOUND RD HS 202 = 130' Main 532 MONO CONC 4 - 59.71' 16' -16' -6 - 69.6' R

199410'' L9'' R

M-590.5 MI. WEST OF UTICA

6062 S06-50023 SB MOUND RD HS 252 = 130' Main 382 MONO CONC 3 - 43.96' 16' -16' -6 - 69.6' R

19949'' L11'' R

M-590.5 MI. WEST OF UTICA

6063 S07-50023 NB MOUND RD HS 252 = 130' Main 532 MONO CONC 3 - 43.96' 16' -16' -6 - 69.6' R

19946'' L11'' R

M-590.5 MI. WEST UTICA

6064 S08-50023 M-59 WB HS 203 = 159' Main 332 MONO CONC 2 - 65.3'15' -4 - 86' R

197220099'' R

DEQUINDRE RD@ OAKLAND COUNTY LINE

6065 S09-50023 U TRN E/MOUND RD HS 202 = 130' Main 532 MONO CONC 2 - 40.03' 17' -16' -6 - 86' R

19940'' L10'' R

M-590.5 MI, WEST OF UTICA


CLINTON RIVERIN MT CLEMENS

6067 P01-50031 @ ROSE AVE WALKOVE Pedestrian5 = 180' Main 310 OTHERC 15' -15' -Appr 300 4 - 89.9' R

19669'' L10'' R

M-97IN MT CLEMENS

- 4 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Macomb

6068 P02-50031 MASONIC BLVD PED X Pedestrian5 = 205' Main 310 OTHERC 18' -18' -Appr 300 6 - 99.7' R

19718'' L9'' R

M-97IN FRASER

13247 P03-50031 BIKE PATH Pedestrian15 = 618' Main 409 TIMBER 17' -18' -5 - 99.9' R

199211'' L0'' R

M-97 GROESBECK HWYMETROPOLITAN PARKWAY

6069 B01-50051 M-3 SB H 153 = 241' Main 211 BITUMINOUS 4 - 45.28' 1920CLINTON RIN MT CLEMENS

6070 B02-50051 M-3 NB HS 203 = 270' Main 382 MONO CONC 3 - 41.99' 1964CLINTON RIN MT CLEMENS

6071 S01-50051-1 I-94 CONN NB GRATI HS 253 = 133' Main 332 MONO CONC 1 - 42.4'15' -4 - 52.8' R

196420038'' R

13 MILE RDIN ROSEVILLE (13 MI RD)

6072 S01-50051-2 I-94 CONN SB GRATI HS 253 = 133' Main 332 MONO CONC 2 - 42.4'14' -4 - 52.8' R

196420038'' R

13 MILE RDIN ROSEVILLE (13 MI RD)

6073 P01-50061 THOMAS ST PED X-OV Pedestrian16 = 563' Main 332 MONO CONC 20' -20' -Appr 101 14 - 87.3' L 86.6' R

19720'' L0'' R

I-696IN WARREN

6074 S01-50061 U TURN @ AUGUSTINE HS 20+Mod2 = 172' Main 332 MONO CONC 2 - 23.3' 16' -16' -8 - 71.9' L 71.9' R

19722002

4'' L7'' R

I-6960.1 MI E OF DEQUINDRE

6075 S02-50061 EB 11 MI RMP I-696 H 202 = 262' Main 482 MONO CONC 2 - 28.7' 16' -17' -8 - 73.2' L 73.2' R

19729'' L2'' R

I-696IN WARREN

6076 S03-50061 RYAN ST H 202 = 178' Main 332 EPOXY OVLY 4 - 63.98' 17' -16' -10 - 85.3' L 85.3' R

19720'' L7'' R

I-696IN WARREN

6077 S04-50061 MEREDITH DR H 202 = 188' Main 332 EPOXY OVLY 2 - 40.03' 16' -16' -10 - 85.3' L 85.3' R

19722'' L8'' R

I-696IN WARREN

6078 S05-50061 EB 11 MILE RD H 202 = 335' Main 382 EPOXY OVLY 2 - 28.7' 16' -18' -10 - 84' L 84' R

19725'' L5'' R

I-696@ CRYSTAL IN WARREN

6079 S06-50061 RAMP H AT MOUND RD HS 2515 = 1534' Main 482 MONO CONC 2 - 42.65' 20' -18' -26 - 99.7' L 44' R

19750'' L11'' R

I-696CITY OF WARREN

6080 S08-50061 RAMP G AT MOUND RD HS 2515 = 1345' Main 482 MONO CONC 2 - 40.9' 20' -26' -24 - 69.9' L 70.2' R

19750'' L2'' R

I-696CITY OF WARREN

6081 S09-50061 10.5 MI ROAD H 205 = 425' Main 382 MONO CONC 2 - 32' 16' -15' -11 - 99.7' L 90.2' R

19770'' L1'' R

MND RD &RMPS A&B O I-696CITY OF WARREN

6082 S11-50061-3 11 MI RD EB HS 204 = 390' Main 382 MONO CONC 3 - 40.9' 16' -16' -8 - 99.7' L 82.7' R

19778'' L7'' R

MND RD &RMPS O I-696CITY OF WARREN

6083 S11-50061-4 11 MI RD WB HS 204 = 359' Main 382 MONO CONC 4 - 40.8' 16' -16' -8 - 99.7' L 73.5' R

19774'' L3'' R

MND RD &RMPS C&D O I-696CITY OF WARREN

- 5 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Macomb

6084 S14-50061 SHERWOOD AVE H 206 = 590' Main 382 MONO CONC 4 - 52' 16' -16' -13 - 44' L 88.3' R

19752008

11'' L5'' R

I-696 &RAMPS B,C,H,&FCITY OF WARREN

6085 S16-50061 EB 11 MILE RD H 202 = 337' Main 382 EPOXY OVLY 2 - 28.7' 17' -15' -10 - 85.3' L 85.3' R

19725'' L3'' R

I-696IN CENTERLINE

6086 S17-50061 U-TRN & LFT TRN HS 203 = 196' Main 382 MONO CONC 3 - 55.77' 16' -17' -8 - 70.5' L 70.9' R

197210'' L6'' R

I-696IN WARREN & CENTERLINE

6087 S18-50061 VAN DYKE AVE (M53) HS 202 = 207' Main 482 MONO CONC 4 - 87.93' 19' -19' -8 - 70.5' L 70.5' R

19729'' L10'' R


6088 S19-50061 LFT TRN LANE HS 202 = 196' Main 482 LATEX CONC 2 - 41.9' 16' -17' -8 - 70.5' L 70.5' R

19722007

11'' L0'' R


6089 S21-50061 LFT TRN LANE H 202 = 196' Main 482 MONO CONC 2 - 21.65' 17' -17' -8 - 70.9' L 70.5' R

19728'' L1'' R

I-696IN WARREN W OF HOOVER

6090 S22-50061 HOOVER RD H 202 = 206' Main 482 MONO CONC 5 - 63.98' 18' -18' -8 - 70.5' L 70.5' R

197210'' L4'' R

I-696IN WARREN

6091 S23-50061 LFT TRN LANE H 202 = 196' Main 482 MONO CONC 2 - 21.65' 17' -17' -8 - 70.5' L 70.9' R

19729'' L7'' R

I-696IN WARREN E OF HOOVER

6092 S25-50061 SCHOENHERR RD H 202 = 196' Main 482 MONO CONC 5 - 63.98' 16' -16' -8 - 72.2' L 72.2' R

19739'' L10'' R

I-696IN WARREN

6093 S26-50061 BUNERT RD H 202 = 196' Main 482 MONO CONC 4 - 51.84' 16' -17' -8 - 72.2' L 72.2' R

19739'' L0'' R

I-696IN WARREN

6094 S28-50061 M-97 GROESBECK HWY HS 202 = 240' Main 482 MONO CONC 7 - 87.93' 17' -17' -8 - 72.2' L 72.2' R

197311'' L3'' R

I-696IN WARREN

6095 S29-50061 HAYES RD HS 20+Mod2 = 202' Main 482 MONO CONC 7 - 98.7' 17' -16' -8 - 72.2' L 72.2' R

19732005

4'' L7'' R

I-696IN WARREN & ROSEVILLE

6096 S30-50061 WAGNER DRIVE HS 20+Mod4 = 257' Main 332 MONO CONC 2 - 30' 16' -16' -10 - 97.8' L 78.7' R

19722005

8'' L7'' R

I-696IN WARREN

6097 S31-50061 FAIRFIELD AVE H 152 = 196' Main 482 MONO CONC 2 - 30' 17' -16' -8 - 72.2' L 72.2' R

19732008

2'' L9'' R

I-696IN WARREN

6098 S32-50061 SB SERVICE RD HS 201 = 157' Main 382 EPOXY OVLY 3 - 40.7'14' -3 - 57.4' L 59.7' R

19765'' R

RAMPS A&F OFF I-696CITY OF WARREN

6099 S33-50061 RAMPS E&F HS 257 = 622' Main 382 MONO CONC 4 - 85' 16' -15' -17 - 81.7' L 80.7' R

19762008

8'' L5'' R

MOUND &SER.RDS OV I-696CITY OF WARREN

6100 S33-50061-1 NB MOUND RD HS 252 = 175' Main 332 MONO CONC 2 - 76' 18' -18' -8 - 72.2' L 72.2' R

197610'' L1'' R

I-696IN THE CITY OF WARREN

- 6 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Macomb

6101 S33-50061-2 SB MOUND RD HS 252 = 175' Main 332 MONO CONC 3 - 79.72' 17' -16' -8 - 72.2' L 72.2' R

19765'' L3'' R


6102 S33-50061-5 NB SERVICE RD HS 202 = 175' Main 332 MONO CONC 2 - 29.5' 17' -16' -8 - 72.2' L 72.2' R

19762008

7'' L2'' R


6103 S33-50061-6 SB SERVICE RD HS 202 = 175' Main 332 MONO CONC 2 - 29.5' 17' -16' -8 - 72.2' L 72.2' R

19762008

7'' L3'' R


6104 S35-50061 SB SERVICE RD HS 251 = 188' Main 382 EPOXY OVLY 2 - 28.7'16' -2 - 44' L 48.9' R

19760'' R

RAMPS D&H OFF I-696CITY OF WARREN

6105 S36-50061 NB SERVICE RD HS 201 = 146' Main 382 EPOXY OVLY 2 - 29.2'14' -2 - 44' R

19768'' R

RAMPS B&G OFF I-696CITY OF WARREN

6106 S40-50061 NB SERVICE RD HS 251 = 168' Main 382 EPOXY OVLY 2 - 40.7'16' -3 - 61.4' R

19767'' R

RAMPS C&E OFF I-696CITY OF WARREN

6107 S41-50061 ARSENAL AVE HS 20+Mod2 = 211' Main 482 MONO CONC 2 - 30' 16' -16' -8 - 70.2' L 81.4' R

19722005

8'' L10'' R


6108 S42-50061 CAMPBELL RD H 152 = 198' Main 482 MONO CONC 2 - 30' 16' -17' -8 - 70.2' L 70.2' R

19722005

10'' L3'' R

I-696IN WARREN

6109 S43-50061 SCHOENHERR LFT TRN H 202 = 196' Main 482 MONO CONC 2 - 18.7'16' -8 - 72.2' L 72.2' R

197311'' R

I-696IN WARREN @ SCHOENHERR

6110 S44-50061 U TURN @ ELCAPITAN H 202 = 178' Main 332 EPOXY OVLY 1 - 18' 17' -17' -10 - 85.3' L 85.3' R

19721'' L1'' R

I-696IN WARREN W OF RYAN

6111 X01-50061 CONRAIL Railroad2 = 221' Main 352 NA 17' -16' -10 - 84.6' L 84.6' R

19724'' L10'' R

I-696IN CENTERLINE

6112 X02-50061 GTW RR Railroad4 = 338' Main 303 NA 17' -16' -15 - 85' L 85' R

197310'' L9'' R

I-696IN WARREN

6113 P01-50062 GRANDMONT PED X-OV Pedestrian14 = 551' Main 303 EPOXY OVLY 19' -19' -Appr 101 8 - 72.5' L 72.5' R

197210'' L2'' R

I-696 & SERVICE RDSIN ROSEVILLE

6114 P02-50062 FERNWOOD PED X-OVR Pedestrian14 = 542' Main 303 EPOXY OVLY 20' -19' -Appr 101 12 - 83.7' L 92.8' R

19720'' L10'' R

I-696 & SERVICE RDSIN ROSEVILLE

6115 S02-50062 GROVELAND AVE H 152 = 200' Main 482 MONO CONC 4 - 52' 17' -18' -8 - 72.2' L 72.2' R

19722005

3'' L0'' R

I-696IN ROSEVILLE

6116 S03-50062-1 M-3 NB GRATIOT AVE HS 202 = 190' Main 382 MONO CONC 3 - 53.48' 17' -17' -6 - 60' L 60' R

19722006

6'' L1'' R

I-696IN ROSEVILLE

6117 S03-50062-2 M-3 SB GRATIOT AVE HS 202 = 190' Main 382 MONO CONC 3 - 53.3' 18' -17' -6 - 60' L 60' R

19722006

5'' L0'' R

I-696IN ROSEVILLE

- 7 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Macomb

6118 S05-50062 NIEMAN ST H 152 = 196' Main 482 MONO CONC 2 - 33' 17' -16' -8 - 71.5' L 71.5' R

19722008

4'' L7'' R

I-696IN ROSEVILLE

6119 S06-50062 SOUTH SERVICE RD HS 203 = 285' Main 382 MONO CONC 2 - 29.5'16' -4 - 73.2' R

1972200810'' R

I-696IN ROSEVILLE

6120 S07-50062 NORTH SERVICE RD HS 203 = 249' Main 382 LATEX CONC 2 - 29.5'16' -3 - 61' R

197220080'' R

I-696IN ROSEVILLE

6121 S08-50062 I-696 RAMP E TO N HS 20+Mod13 = 1123' Main 332 MONO CONC 2 - 42.8' 20' -16' -15 - 71.2' L 58.7' R

19722010

0'' L4'' R

I-94, 11 MI RD & RAMPS@ ROSEVILLE & ST CLAIR SH

6122 S09-50062 696 SERVICE RD HS 203 = 147' Main 332 LATEX CONC 4 - 56'15' -2 - 45.3' R

197220088'' R

I-696 RAMP N TO WIN ROSEVILLE

6123 S11-50062 I-696 RAMP N TO W HS 204 = 296' Main 382 EPOXY OVLY 2 - 27.6' 15' -14' -6 - 59.7' L 59.7' R

19724'' L11'' R

I-94IN ST CLAIR SHORES

6124 S13-50062 BELANGER AVE H 152 = 196' Main 482 MONO CONC 3 - 40.03' 17' -16' -8 - 72.2' L 72.2' R

19724'' L11'' R

I-696IN ROSEVILLE

6125 S14-50062 BARKMAN AVE H 152 = 202' Main 482 MONO CONC 3 - 40.03' 18' -17' -8 - 70.2' L 69.9' R

19726'' L1'' R

I-696IN ROSEVILLE

6126 B01-50072 M-29 HS 201 = 40' Main 532 LATEX CONC 4 - 64' 19722008

FISH CREEK1.4 MI W OF NEW BALTIMORE

6127 B02-50072 M-29 HS 203 = 98' Main 532 LATEX CONC 4 - 64' 19722008

SALT RIVER0.7 MI W OF NEW BALTIMORE

6128 B03-50072 M-29 HS 201 = 30' Main 104 INTEG CONC 5 - 54.79' 1952MARSAC CREEKIN NEW BALTIMORE

6129 C01-50072 M-29 HS 20+Mod12' Main 119 NA 5 - 1972SOUTHERLAND DRAIN0.4 MI E OF I-94

6130 C02-50072 M-29 HS 20+Mod1 = 10' Main 119 NA 5 - 1972MELDRUM DRAIN100 FT W OF FOSTER RD

6131 C03-50072 M-29 HS 20+Mod1 = 22' Main 119 MONO CONC 2 - 59.3' 19002005

CREPEAU DRAIN50 FT NE OF HOOKER ST

6132 B01-50091 M-19 H 151 = 46' Main 506 BITUMINOUS 2 - 32' 19282000

ASHERY CR1.0 MI S OF MEMPHIS

6133 C01-50091 M-19 HS 20+Mod1 = 14' Main 119 NA 2 - 1900GILLETT DRAINN LIMITS OF RICHMOND

6134 B01-50092 M-19 HS 251 = 24' Main 505 MONO CONC 3 - 56' 1985S BR SALT R1.5 MI W OF I-94

- 8 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Macomb

6135 B02-50092 M-19 HS 251 = 45' Main 505 MONO CONC 2 - 48' 1991SALT RIVER5.2 MI SW OF ST CLAIR COL

6136 B03-50092 M-19 HS 251 = 35' Main 505 BITUMINOUS 2 - 47.9' 1991SALT RIVER3.3 MI SW OF ST CLAIR COL

6137 B04-50092 M-19 HS 251 = 35' Main 505 BITUMINOUS 2 - 47.9' 1991SALT RIVER2.7 MI SW OF ST CLAIR COL

6138 C01-50092 M-19 SB HS 20+Mod2 = 18' Main 319 NA 1 - 35.76' 1900SHOOK DRAIN0.4 MI E OF NEW HAVEN

6139 B01-50111 I-94 HS 204 = 276' Main 332 LATEX CONC 6 - 106' 19591984

CLINTON RIVER CONTROL CH2.1 MI SE OF MT CLEMENS

6140 B02-50111 I-94 RAMP(WB BEACH HS 205 = 304' Main 332 MONO CONC 2 - 45' 19632003

CLINTON RIVER SPILLWAY2.0 MI SE OF MT CLEMENS

6141 B03-50111 I-94 WB HS 20+Mod6 = 358' Main 332 LATEX CONC 4 - 56.76'17' -4 - 51.5' R

196319987'' R

CLINTON RIVER, N&S RDS0.2 MI E OF MT CLEMENS

6142 B04-50111 I-94 EB HS 206 = 358' Main 302 LATEX CONC 3 - 49.21'17' -4 - 50.2' R

194719986'' R

CLINTON RIVER, N&S RDS0.3 MI E OF MT CLEMENS

6143 P02-50111 SHADY LANE PED Pedestrian2 = 185' Main 302 NONE 16' -16' -6 - 60.4' L 60.4' R

19672002

1'' L2'' R

I-94W LTS OF ST CLAIR SHORES

6144 P03-50111 WASHINGTON AVE PED Pedestrian2 = 188' Main 302 NONE 18' -17' -7 - 72.2' L 64.3' R

19672001

5'' L11'' R


6145 R01-50111-3 I-94 EB HS 20+Mod3 = 165' Main 332 LATEX CONC 3 - 51.5' 19632006

USAF SPUR TRACK1.3 MI SW OF M-59

6146 R01-50111-4 I-94 WB HS 20+Mod3 = 165' Main 332 LATEX CONC 3 - 51.5' 19632006

USAF SPUR TRACK1.3 MI SW OF M-59

6147 S01-50111 9 MI RD SB TURN RD HS 20+Mod4 = 184' Main 332 MONO CONC 1 - 25.4' 14' -14' -6 - 60.4' L 60.4' R

20024'' L11'' R

I-94IN ST CLAIR SHORES

6148 S02-50111 9 MI RD HS 20+Mod4 = 209' Main 332 LATEX CONC 4 - 47.9' 14' -14' -6 - 60' L 60' R

20026'' L10'' R


6149 S03-50111 9 MI RD NB TURN RD HS 20+Mod4 = 184' Main 332 NONE 1 - 25.4' 14' -14' -6 - 60.4' L 60.4' R

19671'' L2'' R


6150 S04-50111 STEPHENS DR H 204 = 196' Main 332 NONE 2 - 25.9' 15' -14' -6 - 60.4' L 60.4' R

19662002

10'' L8'' R


6151 S05-50111 10 MI RD S INT HS 20+Mod4 = 183' Main 332 MONO CONC 1 - 25.4' 14' -14' -6 - 60.4' L 60.4' R

20028'' L8'' R


- 9 -

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Macomb


20024'' L1'' R


6153 S07-50111 10 MI RD N INT HS 20+Mod4 = 184' Main 332 MONO CONC 1 - 25.4' 14' -14' -6 - 60.4' L 60.4' R

19658'' L6'' R


6154 S08-50111 FRAZHO RD HS 204 = 210' Main 332 MONO CONC 2 - 27.89' 14' -14' -8 - 72.5' L 60.7' R

19677'' L5'' R


6155 S11-50111 11 MI RD/TRM I-696 HS 204 = 206' Main 332 MONO CONC 4 - 63.98' 15' -14' -7 - 71.9' L 71.9' R

19672010

8'' L8'' R


6156 S13-50111 MARTIN RD HS 204 = 215' Main 332 MONO CONC 2 - 27.89' 16' -16' -8 - 60.4' L 60.4' R

196710'' L10'' R


6157 S14-50111 12 MI RD S INTERCH HS 20+Mod4 = 195' Main 332 MONO CONC 1 - 25.6' 17' -16' -6 - 60.4' L 60.4' R

19671'' L9'' R



19677'' L0'' R


6159 S16-50111 12 MI RD N INTERCH HS 20+Mod4 = 195' Main 332 MONO CONC 1 - 25.4' 17' -16' -6 - 60.4' L 60.4' R

19671'' L9'' R


6160 S17-50111 M-3 TO I-94 EB CON HS 20+Mod3 = 199' Main 382 LATEX CONC 2 - 42.98'16' -3 - 69.2' R

19656'' R

I-94 WBIN ROSEVILLE (NB GRATIOT)

6161 S19-50111 I-94 HS 20+Mod3 = 181' Main 332 LATEX CONC 7 - 124.67'14' -2 - 52.8' R

19657'' R

13 MILE RDIN ROSEVILLE

6162 S20-50111 I-94 HS 253 = 147' Main 402 NONE 8 - 144.1'16' -4 - 56.3' R

20029'' R

LITTLE MACK AVEIN ROSEVILLE

6163 S21-50111 I-94 HS 20+Mod3 = 135' Main 332 LATEX CONC 6 - 124.34'14' -4 - 42' R

19657'' R

MASONIC BLVDE LTS OF ROSEVILLE


196420028'' R

14 MILE RDN LTS ST CLAIR SHORES

6165 S23-50111 I-94 HS 20+Mod3 = 121' Main 332 MONO CONC 6 - 117.1'15' -2 - 37.7' R

20024'' R

QUINN RD0.5 MI N OF ST CLAIR SHRS

6166 S24-50111-3 I-94 EB HS 20+Mod3 = 174' Main 332 MONO CONC 4 - 71.3'14' -4 - 64' R

196420067'' R

HARPER RD0.7 MI S OF M-29

6167 S24-50111-4 I-94 WB HS 20+Mod3 = 174' Main 332 MONO CONC 4 - 71.3'15' -4 - 64' R

196420064'' R

HARPER RD0.7 MI S OF M-29

6168 S25-50111 SHOOK RD HS 204 = 219' Main 332 MONO CONC 3 - 40.68' 18' -16' -7 - 53.5' L 63.3' R

19631998

11'' L4'' R

I-94N OF ST CLAIR SHORES

- 10 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Macomb

6169 S26-50111 I-94 HS 254 = 202' Main 332 MONO CONC 8 - 67.7' 16' -15' -6 - 59.4' L 59.4' R

19632002

0'' L0'' R

METRO BEACH PKWY RD1.0 MI NE OF OLD M-29

6170 S27-50111-3 I-94 EB HS 20+Mod5 = 380' Main 332 LATEX CONC 3 - 53.8'14' -2 - 60.7' R

196320064'' R

CROCKER RD0.5 MI SE OF MT CLEMENS

6171 S27-50111-4 I-94 WB HS 20+Mod5 = 380' Main 332 LATEX CONC 3 - 53.8'14' -2 - 60.7' R

196320063'' R

CROCKER RD0.5 MI SE OF MT CLEMENS

6172 S28-50111-3 I-94 EB HS 20+Mod3 = 132' Main 532 EPOXY OVLY 3 - 51.5'14' -4 - 59.7' R

196319807'' R

JOY RD1.5 MI SW OF M-59

6173 S28-50111-4 I-94 WB HS 20+Mod3 = 132' Main 532 EPOXY OVLY 3 - 51.5'14' -4 - 59.7' R

196319806'' R

JOY RD1.5 MI SW OF M-59

6175 S30-50111 21 MI RD HS 20+Mod4 = 245' Main 332 LATEX CONC 4 - 71.4' 16' -16' -4 - 77.4' L 67.3' R

19602006

5'' L2'' R

I-941.1 MI NE OF M-59

6176 S31-50111 COTTON RD H 204 = 260' Main 332 LATEX CONC 2 - 30' 16' -16' -6 - 62.3' L 62.3' R

19632006

7'' L3'' R

I-941.0 MI S OF M-29

12787 S32-50111 M-59 EB HS 252 = 276' Main 482 MONO CONC 2 - 49.21' 15' -16' -8 - 91' L 102' R

19968'' L5'' R

I-94CHESTERFIELD/HARRISON TWP

12788 S33-50111 M-59 WB HS 252 = 276' Main 482 MONO CONC 3 - 60.04' 16' -16' -8 - 94' L 105' R

19961'' L7'' R

I-94CHESTERFIELD/HARRISON TWP

6179 B01-50112-3 I-94 EB HS 20+Mod2 = 124' Main 332 MONO CONC 2 - 40' 1963SALT RIVER0.4 MI NE OF M-19

6180 B01-50112-4 I-94 WB HS 20+Mod2 = 124' Main 332 MONO CONC 2 - 40' 1963SALT RIVER0.4 MI NE OF M-19

6181 C01-50112 I-94 & NB RAMP HS 20+Mod1 = 12' Main 119 NA 5 - 1900FISH CREEK1.8 MI NE OF M-29

6182 S01-50112 M-3 & M-29 HS 204 = 348' Main 382 INTEG CONC 4 - 67.91' 15' -16' -6 - 77.4' L 77.4' R

196311'' L0'' R

I-94@ M-3 & M-29

6183 S02-50112 M-19 NEW HAVEN RD HS 204 = 216' Main 332 INTEG CONC 2 - 29.86' 16' -16' -4 - 67.6' L 67.6' R

19631'' L0'' R

I-94@ M-19


19637'' L2'' R

I-941.5 MI SW OF ST CLAIR COL

6185 S04-50112 CO LINE RD H 204 = 268' Main 332 MONO CONC 2 - 25.92' 16' -16' -4 - 67.6' L 67.6' R

19633'' L3'' R

I-94ST CLAIR CO LINE

- 11 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

7787 B01-63022 I-96 HS 253 = 134' Main 332 LATEX CONC 6 - 104.99' 19481989

HURON RIVER0.5 MI E OF LIVINGSTON CO

7788 C01-63022 I-96 HS 2012' Main 119 NA 6 - 1956NORTON CREEK5.0 MI NW OF NOVI

7789 C02-63022 I-96 HS 2010' Main 119 NA 6 - 1956BASSETT DRAIN0.75 MI NW OF NOVI

7790 C03-63022 I-96 HS 202 = 36' Main 119 NA 5 - 1956UPPER ROUGE RIVER2.0 MI SE OF FARMINGTON

13176 C04-63022 WIXOM RD TO I-96 E HS 251 = 14' Main 119 MONO CONC 1 - 30'12' -1 - 12' R

20080'' R

SBC MAINT ACCESS RDI-96 @ WIXOM RD INTERCHG

7791 P01-63022 POWERS RD WALKOVER Pedestrian4 = 208' Main 303 MONO CONC 14' -14' -4 - 62.7' L 62.7' R

19591'' L1'' R

M-5IN FARMINGTON

7792 R01-63022-3 I-96 EB HS 20+Mod3 = 132' Main 332 LATEX CONC 3 - 52' 19581965

GTW RR (ABANDON)3.4 MI E OF LIVINGSTON CO

7793 R01-63022-4 I-96 WB HS 203 = 132' Main 332 LATEX CONC 3 - 52' 19581965

GTW RR (ABANDON)3.4 MI E OF LIVINGSTON CO

7794 R02-63022-3 I-96 EB HS 201 = 107' Main 382 MONO CONC 3 - 64.3' 2008CSX RRIN NOVI

7795 R02-63022-4 I-96 WB HS 201 = 108' Main 382 LATEX CONC 3 - 64.3' 2008CSX RRIN NOVI

7796 S01-63022 I-96 HS 20+Mod4 = 179' Main 332 LATEX CONC 7 - 111.22'14' -4 - 37.4' L 37.4' R

194819676'' R

KENT LAKE RD.7 MI E OF LIVINGSTON CO

7797 S02-63022-3 I-96EB HS 203 = 171' Main 332 LATEX CONC 4 - 70.54'14' -4 - 59.7' R

195719655'' R

MILFORD RD1.9 MI E OF LIVINGSTON CO

7798 S02-63022-4 I-96WB HS 203 = 171' Main 332 LATEX CONC 4 - 63.98'15' -4 - 59.7' R

195719659'' R

MILFORD RD1.9 MI E OF LIVINGSTON CO

7799 S03-63022 SOUTH HILL RD HS 252 = 245' Main 505 MONO CONC 2 - 41.99' 16' -16' -6 - 13.8' L 35.4' R

19993'' L3'' R

I-964.0 MI E OF LIVINGSTON CO

7800 S04-63022 OLD PLANK RD HS 202 = 244' Main 505 MONO CONC 2 - 43.3' 16' -18' -6 - 88.6' L 88.6' R

20036'' L1'' R

I-965.1 MI E OF LIVINGSTON CO

7801 S05-63022 WIXOM RD HS 202 = 202' Main 532 MONO CONC 7 - 107.4' 16' -16' -6 - 86.7' L 86.6' R

200811'' L9'' R

I-96IN WIXOM

7802 S06-63022 BECK RD HS 252 = 195' Main 532 MONO CONC 4 - 88' 16' -17' -6 - 63.6' L 65.3' R

200310'' L0'' R

I-96IN NOVI

- 12 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

7803 S07-63022 NOVI RD HS 252 = 227' Main 382 MONO CONC 6 - 100.7' 16' -15' -8 - 75.1' R

197910'' L8'' R

I-96IN NOVI

7804 S09-63022 HAGGERTY RD H 154 = 214' Main 332 MONO CONC 2 - 29.2' 14' -14' -4 - 62.3' L 62.3' R

19572001

8'' L4'' R

M-5E LTS OF NOVI

7805 S10-63022 I-96 BL (GRAND RV) H 204 = 246' Main 332 BITUMINOUS 4 - 47.9' 14' -14' -4 - 62.3' L 62.3' R

19577'' L2'' R

M-52MI W OF FARMINGTON

7806 S11-63022 DRAKE RD H 152 = 137' Main 302 MONO CONC 2 - 25.92' 15' -13' -4 - 63' L 63' R

19574'' L11'' R

M-54.0 MI NW OF WAYNE CO LIN

7807 S12-63022-3 M-5 EB HS 253 = 130' Main 332 MONO CONC 2 - 41.99'14' -5 - 59.7' R

195619979'' R

FARMINGTON RDIN FARMINGTON

7808 S12-63022-4 M-5 WB HS 253 = 130' Main 332 MONO CONC 2 - 41.99'14' -5 - 59.7' R

195619976'' R

FARMINGTON RDIN FARMINGTON

7809 S13-63022 ORCHARD LAKE RD HS 202 = 144' Main 332 MONO CONC 4 - 48.23' 14' -14' -4 - 67.3' L 67.3' R

19571997

6'' L7'' R

M-52.0 MI NW OF WAYNE CO LIN

7810 S14-63022 M-5 WB HS 203 = 224' Main 332 MONO CONC 2 - 48.56'14' -2 - 44.3' R

195719976'' R

GRAND RIVER EB CONN0.2 MI E. OF FARMINGTON

13513 V01-63022 I-96 OTHER27' Main 119 NA 6 - 129.6' 2010HURON VALLEY TRAIL3.4 MI E OF LIVINGSTON CO

7811 B01-63031 US-24 NB HS 253 = 120' Main 332 MONO CONC 4 - 56.1' 19531999

ROUGE RIVERIN SOUTHFIELD

7812 B02-63031 US-24 & US-10 HS 20+Mod3 = 31' Main 119 NA 6 - 35.76' 19311977

FRANKLIN RIVERIN BINGHAM FARMS

7813 B03-63031 US-24 SB HS 253 = 120' Main 332 MONO CONC 4 - 55.12' 19661999

ROUGE RIVERIN SOUTHFIELD

7814 C01-63031 US-24 OTHER10' Main 119 MONO CONC 4 - 1965BR FRANKLIN DRAIN4.3 MI N OF WAYNE COL

7815 C02-63031 US-24 OTHER18' Main 119 MONO CONC 4 - 1900C.H. STEVENS DRAIN10.8 MI N OF WAYNE COL

7816 B01-63041 M-59 HS 201 = 40' Main 532 MONO CONC 5 - 62.99' 1965CLINTON RIVER4.0 MI W OF PONTIAC

7817 C01-63041 M-59 OTHER10' Main 119 BITUMINOUS 5 - 1900SPRING MILL CREEK4.0 MI E LIVINGSTON COL

7818 C02-63041 M-59 OTHER16' Main 119 BITUMINOUS 2 - 1900NO NAME1/4 MI EAST OF FISK ROAD

- 13 -

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

7819 C03-63041 M-59 OTHER15' Main 119 MONO CONC 2 - 1934PONTIAC LAKE0.2 MI E OF PONTIAC LK RD

7820 C04-63041 M-59 OTHER15' Main 119 MONO CONC 2 - 1934PONTIAC LAKE0.4 MI E OF PONTIAC LK RD

7821 N01-63041 BIKE PATH OTHER1 = 47' Main 505 BITUMINOUS 1984CLINTON RIVER4 MI W OF PONTIAC AT M-59

7822 P01-63041 PED O PASS Pedestrian3 = 418' Main 303 MONO CONC 16' -16' -Appr 201 4 - 82' R

19755'' L3'' R

M-59 HURON0.5 MI W INTER US-24

7823 P02-63041 PED O PASS Pedestrian5 = 150' Main 310 OTHERC 15' -16' -Appr 300 6 - 71.9' R

196611'' L4'' R

M-59 HURON0.5 MI E. INTER US-24

7824 X01-63041 CSX RR Railroad3 = 73' Main 303 NONE15' -2 - 46.9' R

19361'' R

M-593.3 MI E OF LIVINGSTON CO

7825 X02-63041 CSX RR Railroad1 = 66' Main 352 NONE15' -2 - 58.1' R

19802'' R

M-59 WB3.3 MI E LIVINGSTON CO LN

12766 X03-63041-3 GTWRR(EAST TRACK) Railroad2 = 127' Main 303 NA 14' -14' -4 - 3.9' L 10.5' R

19988'' L9'' R

M-59CITY OF PONTIAC

12767 X03-63041-4 GTWRR(WEST TRACK) Railroad2 = 126' Main 303 NA 14' -14' -4 - 3.9' L 10.5' R

19987'' L8'' R

M-59CITY OF PONTIAC

7829 C01-63042 M-59 OTHER12' Main 119 BITUMINOUS 2 - 1900FERRY DRAIN1.2 MI W OF MACOMB CO. LN

7830 B01-63043 UNIVERSITY DR(CONN HS 203 = 222' Main 332 MONO CONC 2 - 31' 1966CLINTON RIN PONTIAC (UNDR M-59 WB)

7831 B03-63043 M-59 EB HS 251 = 58' Main 532 LATEX CONC 3 - 84.97' 19661999

CLINTON RIVER1.2 MI E OF I-75

7832 B04-63043 M-59 EB HS 203 = 129' Main 332 MONO CONC 2 - 40.03' 1967CLINTON RIVERE LTS OF PONTIAC

7833 B05-63043 M-59 WB HS 203 = 129' Main 332 MONO CONC 2 - 40.03' 1967CLINTON RIVERE LTS OF PONTIAC

7834 B06-63043 M-59 WB HS 251 = 58' Main 532 LATEX CONC 3 - 100.39' 19661999

CLINTON RIVER1.2 MI E OF I-75

7835 C02-63043 M-59 OTHER18' Main 119 BITUMINOUS 6 - 2009FERRY DRAIN0.2 W OF JOHN RIVER RD

7836 P01-63043 PED TO SILVERDOME Pedestrian17 = 869' Main 204 MONO CONC 20' -20' -Appr 106 6 - 99.7' L 99.7' R

19800'' L0'' R

M-59W OF OPDYKE R IN PONTIAC

- 14 -

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

7837 R02-63043 M-59 EB HS 253 = 204' Main 332 MONO CONC 3 - 64.96' 19661992

GTW RR2.5 MI E OF I-75

7838 R03-63043 M-59 WB HS 253 = 204' Main 332 MONO CONC 3 - 64.96' 1967GTW RR2.5 MI E OF I-75

7839 S01-63043 OPDYKE RD HS 204 = 235' Main 332 MONO CONC 5 - 63' 15' -14' -8 - 80.4' L 80.4' R

19652009

7'' L7'' R

M-59E LTS OF PONTIAC

7840 S03-63043-1 SQUIRREL RD NB HS 254 = 360' Main 505 MONO CONC 3 - 50.85' 20' -20' -6 - 70' R

19990'' L0'' R

M-59PONTIAC TWP SEC 25

12831 S03-63043-2 SQUIRREL RD SB HS 254 = 360' Main 505 MONO CONC 3 - 46.92' 20' -19' -6 - 131.2' L 169.3' R

19990'' L0'' R

M-59PONTIAC TWP SEC 25

7842 S05-63043 M-59 EB HS 203 = 145' Main 332 MONO CONC 3 - 45.6'14' -4 - 79.7' R

19677'' R

EAST BOULEVARDIN PONTIAC

7843 S06-63043 CROOKS RD H 204 = 204' Main 532 MONO CONC 2 - 29.86' 14' -14' -6 - 68.9' L 68.9' R

19667'' L9'' R

M-593.4 MI E OF I-75

7844 S07-63043 LIVERNOIS RD H 204 = 281' Main 382 LATEX CONC 2 - 31.7' 14' -16' -4 - 68.6' L 6.6' R

19668'' L0'' R

M-594.4 MI E OF I-75

7845 S08-63043 AUBURN RD HS 204 = 313' Main 382 LATEX CONC 2 - 48.5' 14' -14' -4 - 90.2' L 90.2' R

19725'' L5'' R

M-591.0 MI W OF M-150


19707'' L5'' R

M-59@ M-150

7847 S10-63043 M-59 EB HS 201 = 119' Main 382 MONO CONC 2 - 65.3'14' -2 - 67.9' R

1972200910'' R

JOHN R RD4.0 MI W OF UTICA


19667'' R

UNIVERSITY DR CONNECTORIN PONTIAC


196611'' R

EAST BOULEVARDIN PONTIAC


197220096'' R

JOHN R RD4.0 MI W OF UTICA

13104 S14-63043-1 NB ADAMS RD HS 25304' Main 505 MONO CONC 3 - 44' 16' -16' -6 - 327.8' L 327.8' R

20044'' L8'' R

M-59AVON TWP SEC 30

13105 S14-63043-2 SB ADAMS RD HS 25304' Main 505 MONO CONC 3 - 56' 18' -18' -6 - 327.8' L 327.8' R

20044'' L11'' R

M-59AVON TWP SEC 30

13106 S15-63043 WB M-59(OFF RMP) HS 2589' Main 505 MONO CONC 4 - 75'16' -1 - 33.4' L 25.4' R

200411'' R

ADAMS RD ON RAMPAVON TWP SEC 30

- 15 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

7854 X01-63043 GTW RR (ABN) Railroad2 = 145' Main 303 NONE 15' -14' -4 - 67.6' L 67.6' R

19670'' L6'' R

M-59IN PONTIAC

7855 C01-63051 M-1 OTHER12' Main 119 BITUMINOUS 8 - 1900RIVER ROUGE0.6 MI S BIG BEAVER ROAD

7856 C02-63051 M-1 OTHER12' Main 119 BITUMINOUS 8 - 1900AMY DRAININ BLOOMFIELD HILLS

7857 C03-63051 M-1 OTHER12' Main 119 BITUMINOUS 8 - 1900STONEY CROFT DRAININ BLOOMFIELD HILLS

7858 S01-63051 M-1 HS 254 = 255' Main 332 MONO CONC 6 - 83' 14' -15' -12 - 61.4' L 58.4' R

19568'' L3'' R

M-102 (8 MI RD) & RAMPSN LTS OF DETROIT

7859 S01-63051-5 M-1 NB RAMP HS 202 = 120' Main 332 LATEX CONC 3 - 40' 14' -14' -6 - 50.9' L 50.9' R

195611'' L6'' R

M-102 (8 MILE RD)@ N LTS OF DETROIT

7860 S01-63051-6 M-1 SB RAMP HS 252 = 120' Main 332 MONO CONC 3 - 43.4' 14' -15' -6 - 50.9' L 50.9' R

19562003

7'' L3'' R

M-102 (8 MILE RD)AT N LTS OF DETROIT

7861 B01-63052-1 US-24 NB HS 202 = 44' Main 201 MONO CONC 3 - 53.81' 1957CLINTON RIVERIN PONTIAC

7862 B01-63052-2 US-24 SB HS 202 = 50' Main 201 MONO CONC 4 - 65.94' 1957CLINTON RIVERIN PONTIAC

7863 C01-63052 US-24 OTHER10' Main 119 BITUMINOUS 4 - 1900PONTIAC CREEK0.1 MI SW OF GTW RR

13512 P01-63052 CLINTON RIV TRAIL Pedestrian381' Main 310 MONO CONC 17' -18' -5 -

20104'' L0'' R

US-24CITY OF PONTIAC

7864 S01-63052 ORCHARD LAKE RD HS 204 = 184' Main 505 MONO CONC 4 - 63.98' 15' -16' -6 - 52.5' L 52.5' R

200010'' L9'' R

US-24IN PONTIAC

7865 X01-63052 GTW RR Railroad1 = 64' Main 325 NONE 14' -14' -4 - 41.3' R

19280'' L0'' R

US-24IN PONTIAC (W BELT LINE)

7866 B01-63053 US-24 H 152 = 40' Main 101 BITUMINOUS 4 - 60' 19251930

CLINTON R3.6 MI SE OF M-15

7867 B02-63053 US-24 H 151 = 40' Main 532 LATEX CONC 4 - 63.98' 19291989

CLINTON R1.5MI SE OF M-15

7868 C01-63054 US-24 OTHER11' Main 119 BITUMINOUS 4 - 1900DOLLAR LAKE OUTLET0.3 MI NORTH OF M-15

7869 C01-63071 M-15 OTHER12' Main 119 BITUMINOUS 2 - 1900NO NAME1.8 MI N OF OAKHILL ROAD

- 16 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

13250 C02-63071 M-15 HS 251 = 22' Main 119 LATEX CONC 5 - 91.5' 2005CLINTON RIVERINDEPENDENCE TWP SEC 20

7870 B01-63081 M-10 SB HS 20+Mod3 = 159' Main 532 MONO CONC 5 - 82.02' 19642006

ROUGE RIN SOUTHFIELD

7871 B02-63081 M-10 NB H 201 = 60' Main 302 LATEX CONC 6 - 85.63' 19291969


7872 S01-63081 J L HUDSON DR H 202 = 115' Main 332 MONO CONC 4 - 57.74' 15' -15' -6 - 54.5' L 51.5' R

19641997

0'' L0'' R

M-100.75 MILES N. OF M-102

7873 S02-63081 M-39 (RAMP H) HS 203 = 162' Main 332 LATEX CONC 3 - 42.9'16' -1 - 31.8' R

1964200611'' R

M-10 NB (RAMP G)IN SOUTHFIELD (RAMP G)

7874 S03-63081 M-10 (RAMP B) HS 203 = 196' Main 332 LATEX CONC 2 - 30.9'15' -1 - 27.9' R

196420063'' R

M-10 RAMPIN SOUTHFIELD (RAMP A)

7875 S04-63081 M-10 RAMP H HS 203 = 122' Main 332 MONO CONC 2 - 32'15' -3 - 53.8' R

196420061'' R

M-39IN SOUTHFIELD RAMP H

7876 S05-63081 M-39 NB HS 204 = 273' Main 332 MONO CONC 3 - 44' 14' -17' -6 - 73.5' L 64' R

19642006

8'' L11'' R

M-10IN SOUTHFIELD


19980'' R

9 MILE RDIN SOUTHFIELD

7878 S07-63081 9 MI RD HS 203 = 118' Main 332 MONO CONC 5 - 56.1'14' -2 - 39.7' R

1964199810'' R

M-10 RAMPIN SOUTHFIELD (RAMP E)

7879 S08-63081 9 MI RD HS 204 = 251' Main 332 MONO CONC 5 - 56.1' 15' -14' -4 - 44.3' L 50.9' R

19641998

8'' L8'' R

M-10SOUTHFIELD (M-39 SB & US

7880 S08-63081-6 M-39 SB HS 203 = 370' Main 382 MONO CONC 3 - 42.65'14' -4 - 66.6' L 56.4' R

196419981'' R

9 MILE RDSOUTHFIELD (TOP LEVEL)

7881 S09-63081 M-39 SB HS 203 = 111' Main 332 MONO CONC 3 - 44'15' -2 - 40' R

196420063'' R

M-10 RAMP CIN SOUTHFIELD (RAMP C)

7882 S10-63081 MOUNT VERNON ST H 152 = 122' Main 332 LATEX CONC 2 - 25.92' 14' -14' -6 - 56.4' L 56.4' R

19631997

7'' L8'' R

M-10IN SOUTHFIELD (M-10)

7883 S11-63081-1 EVERGREEN RD (NB) HS 202 = 175' Main 332 MONO CONC 3 - 41.34' 14' -14' -6 - 57.1' L 56.1' R

19747'' L7'' R

M-10IN SOUTHFIELD

7884 S11-63081-2 EVERGREEN RD (SB) H 152 = 175' Main 332 LATEX CONC 3 - 41.34' 15' -16' -6 - 57.1' L 56.1' R

19631997

5'' L5'' R

M-10IN SOUTHFIELD

7885 S12-63081 10 MI RD H 152 = 167' Main 332 EPOXY OVLY 4 - 48' 14' -16' -6 - 56.4' L 56.4' R

19631997

8'' L6'' R

M-10IN SOUTHFIELD

- 17 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

7886 S13-63081 10.5 MI RD HS 202 = 173' Main 332 MONO CONC 4 - 105.97' 15' -15' -6 - 63.3' L 58.4' R

19890'' L1'' R

M-10IN SOUTHFIELD

7887 S14-63081 LAHSER RD H 152 = 136' Main 332 MONO CONC 7 - 87.93' 14' -14' -6 - 56.4' L 56.4' R

19631998

6'' L11'' R

M-10IN SOUTHFIELD

7888 S15-63081-3 NORTHLAND DR EB H 203 = 162' Main 332 LATEX CONC 2 - 27.89' 14' -14' -10 - 58.1' L 57.7' R

19652000

11'' L10'' R

M-10IN SOUTHFIELD

7889 S15-63081-4 NORTHLAND DR WB H 203 = 164' Main 332 LATEX CONC 3 - 53.81' 14' -14' -10 - 62' L 56.1' R

19652000

8'' L9'' R

M-10IN SOUTHFIELD

7890 S16-63081 LEFT TURN STRUCT H 202 = 111' Main 332 MONO CONC 1 - 20.3' 14' -14' -6 - 51.5' L 51.5' R

19652006

6'' L6'' R

M-10IN SOUTHFIELD

7891 S01-63082 US-24 HS 20+Mod3 = 200' Main 332 LATEX CONC 6 - 116.47'15' -5 - 74.8' R

196419757'' R

M-10 SBIN SOUTHFIELD

7892 S02-63082 M-10 NB HS 20+Mod3 = 189' Main 382 MONO CONC 6 - 93' 14' -14' -6 - 91.9' R

19642006

6'' L4'' R

US-24IN SOUTHFIELD

7893 C01-63091 I-75 BL OTHER13' Main 119 BITUMINOUS 4 - 1900GALLOWAY CREEK(PERRY ST) NE LTS PONTIAC

7894 X01-63091 GTW RR Railroad4 = 88' Main 342 NONE 14' -14' -4 - 28.9' L 28.9' R

19292'' L0'' R

I-75 BLIN PONTIAC (PERRY ST)

7895 C01-63101 I-696 & HOWARD RD OTHER15' Main 119 MONO CONC 4 - 1900SEELEY DRAINWEST OF HALSTEAD RD

13002 C03-63101 I-696 OTHERMain 119 NONE 0 - 1961PEBBLE CREEKE OF INKSTER RD

7897 P02-63101 E OF ORCHARD LAKE Pedestrian8 = 542' Main 532 MONO CONC 18' -17' -Appr 532 8 - 91.6' L 91' R

20080'' L8'' R

I-6965.2 MI E OF I-96

7898 S01-63101 M-5 (OLD M-102) HS 20+Mod3 = 237' Main 482 MONO CONC 2 - 36.7'17' -2 - 53.8' R

20080'' R

I-696 EB@I-96 (I-696 EB)

7899 S02-63101 HAGGERTY RD H 155 = 290' Main 532 MONO CONC 2 - 25.92' 17' -16' -4 - 53.8' L 53.8' R

19612001

2'' L5'' R

I-6960.5 MI NE OF I-96

7900 S03-63101 HALSTEAD RD H 204 = 301' Main 482 MONO CONC 2 - 64' 16' -16' -8 - 67.3' L 67.3' R

20086'' L3'' R

I-6961.7 MI NE OF I-96

7901 S04-63101 I-696 HS 20+Mod3 = 109' Main 532 MONO CONC 8 - 140.09'13' -2 - 37.7' L 37.7' R

1960200910'' R

DRAKE RD2.7MI E OF I-96 OVER DRAK

7902 S06-63101 FARMINGTON RD HS 204 = 258' Main 532 MONO CONC 2 - 31.5' 16' -16' -8 - 67.3' L 67.3' R

19621997

3'' L0'' R

I-6963.7 MI E OF I-96

- 18 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

7903 S07-63101 ORCHARD LAKE RD HS 204 = 238' Main 532 LATEX CONC 7 - 119.75' 16' -16' -9 - 77.4' L 77.4' R

19621988

10'' L1'' R

I-6964.7 MI E OF I-96

7904 S08-63101 MIDDLEBELT RD HS 204 = 238' Main 332 MONO CONC 2 - 32' 16' -16' -8 - 67.3' L 67.3' R

19612002

8'' L9'' R

I-6965.7 MI E OF I-96

7905 S09-63101-3 I-696 EB HS 251 = 124' Main 382 INTEG CONC 4 - 69.3'14' -2 - 37.7' R

19883'' R

INKSTER RDIN SOUTHFIELD

7906 S09-63101-4 I-696 WB HS 251 = 124' Main 382 INTEG CONC 4 - 69.4'14' -2 - 37.7' R

19883'' R

INKSTER RDIN SOUTHFIELD

7907 S10-63101 FRANKLIN RD H 204 = 397' Main 532 INTEG CONC 2 - 62.9' 17' -17' -8 - 67.3' L 67.3' R

20064'' L5'' R

I-696IN SOUTHFIELD

7908 S11-63101 M-1 SB NWESTERN HS 20+Mod4 = 269' Main 382 MONO CONC 3 - 59.71' 16' -18' -5 - 67.3' L 67.3' R

19641988

8'' L0'' R

I-696IN SOUTHFIELD (I-696)

7909 S12-63101 RAMP P TO M-10 HS 204 = 232' Main 332 EPOXY OVLY 1 - 23.1' 17' -17' -6 - 58.7' L 58.7' R

196711'' L7'' R


7910 S13-63101 US-24,TELEGRAPH RD HS 254 = 280' Main 382 MONO CONC 6 - 111.88' 16' -18' -6 - 56.8' L 56.8' R

19671975

5'' L0'' R


7911 S14-63101 US-24 N TO M-10 W HS 204 = 252' Main 332 MONO CONC 1 - 24.28' 21' -21' -6 - 58.7' L 58.4' R

19673'' L0'' R


7912 S15-63101 M-10 NWESTERN HWY HS 253 = 102' Main 506 MONO CONC 5 - 83.66'15' -1 - 29.9' R

196419970'' R

I-696 RAMP DIN SOUTHFIELD

7913 B01-63102-3 I-696 EB HS 20+Mod3 = 237' Main 382 LATEX CONC 4 - 65.29' 19671988


7914 B01-63102-4 I-696 WB HS 20+Mod3 = 237' Main 382 LATEX CONC 3 - 54.7' 19671988


7915 P01-63102 MEADOWOOD HS 202 = 216' Main 532 MONO CONC 17' -16' -8 - 60.4' L 60.4' R

19861'' L10'' R

I-696IN SOUTHFIELD

7917 S01-63102 US-24 NB TO 696 EB HS 20+Mod3 = 159' Main 332 LATEX CONC 1 - 23'15' -4 - 67.9' R

196719881'' R

M-10 EBIN SOUTHFIELD


196719888'' R

M-10IN SOUTHFIELD

7919 S03-63102 LASHER ROAD HS 253 = 241' Main 532 MONO CONC 5 - 88' 17' -16' -8 - 58.7' L 72.8' R

19842'' L5'' R

I-696CITY OF SOUTHFIELD

7920 S04-63102 11 MILE ROAD HS 252 = 370' Main 482 MONO CONC 2 - 31.2' 16' -16' -8 - 71.9' L 82.3' R

19859'' L4'' R

I-6960.4 MI EAST OF LASHER

- 19 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

7921 S05-63102 EVERGREEN ROAD HS 252 = 130' Main 532 MONO CONC 7 - 88' 20' -19' -6 - 60.7' L 60.7' R

19850'' L6'' R

I-696IN SOUTHFIELD

7922 S06-63102 SANTA BARBARA HS 252 = 154' Main 532 MONO CONC 2 - 29.2' 16' -16' -8 - 72.8' L 72.5' R

19875'' L4'' R

I-696IN LATHRUP VILLAGE

7923 S07-63102 SOUTHFIELD U TURN HS 252 = 130' Main 532 MONO CONC 4 - 50.2' 18' -17' -3 - 61' L 60.7' R

19879'' L9'' R


7924 S08-63102 SOUTHFIELD RD HS 252 = 130' Main 532 MONO CONC 7 - 87.93' 20' -20' -8 - 61.4' L 60.4' R

19871'' L1'' R


7925 S09-63102 SOUTHFIELD U TURN HS 252 = 130' Main 532 MONO CONC 2 - 60.04' 16' -17' -6 - 60.4' L 60.4' R

19872009

7'' L4'' R


7926 S10-63102 E B 11 MILE SER RO HS 252 = 286' Main 482 MONO CONC 2 - 29.2' 16' -17' -6 - 60.4' L 60.4' R

19872009

10'' L3'' R

I-696IN SOUTHFIELD

7927 S11-63102 LINCOLN DRIVE HS 252 = 184' Main 532 MONO CONC 2 - 32' 16' -17' -10 - 60.4' L 60.4' R

19878'' L7'' R


7928 S12-63102 U-TURN W.OF GRNFLD HS 202 = 155' Main 532 MONO CONC 2 - 30.51' 16' -17' -8 - 73.5' L 72.8' R

19874'' L0'' R


7929 S13-63102 GREENFIELD ROAD HS 202 = 162' Main 532 MONO CONC 6 - 74' 17' -16' -8 - 76.8' L 76.8' R

19871'' L10'' R

I-6961/4 MI.N. OF 10 MILE

7930 S14-63102 U-TURN E.OF GRNFLD HS 202 = 156' Main 532 MONO CONC 2 - 30.51' 16' -16' -8 - 73.5' L 73.2' R

19877'' L8'' R

I-696IN ROYAL OAK TOWNSHIP

7931 S16-63102 10 MILE ROAD W-SER HS 202 = 412' Main 482 LATEX CONC 2 - 31' 17' -15' -10 - 62' R

19852'' L11'' R

I-696IN OAK PARK

7932 S17-63102 COOLIDGE ROAD U T HS 252 = 155' Main 204 MONO CONC 2 - 41.99' 16' -17' -8 - 60.4' L 60.4' R

19859'' L1'' R

I-696W OF COOLIDGE HWY

7933 S18-63102 COOLIDGE ROAD HS 252 = 154' Main 532 MONO CONC 4 - 63.98' 18' -17' -8 - 60.4' L 60.4' R

19852'' L10'' R

I-696IN OAK PARK

7934 S19-63102 COOLIDGE ROAD U TU HS 252 = 154' Main 532 MONO CONC 2 - 41' 17' -17' -8 - 60.4' L 60.4' R

19856'' L2'' R

I-696EAST OF COOLIDGE

7935 S20-63102 SCOTIA ROAD HS 252 = 167' Main 532 MONO CONC 4 - 73' 17' -17' -8 - 60.4' L 60.4' R

19855'' L8'' R

I-6960.5 M WEST OF COOLIDGE

7936 S23-63102 WOODWARD U TURN W HS 252 = 155' Main 532 MONO CONC 4 - 72.2' 17' -16' -8 - 73.5' L 72.8' R

19866'' L8'' R

I-696IN ROYAL OAK

7937 S24-63102 I-696 WB SER HS 252 = 123' Main 532 MONO CONC 6 - 96.13' 36' -36' -4 - 47.2' L 44.6' R

19864'' L4'' R

M-1 (WOODWARD AVE)AT I-696 & WOODWARD

- 20 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

7938 S25-63102 SB WOODWARD SERV HS 252 = 185' Main 532 MONO CONC 3 - 37' 17' -18' -8 - 73.2' L 73.2' R

19867'' L1'' R

I-696AT I-696 & WOODWARD

7939 S26-63102 I-696 EB SERV HS 252 = 124' Main 532 MONO CONC 5 - 111.22' 37' -37' -4 - 46.9' L 44.9' R

19865'' L5'' R

M-1 (WOODWARD AVE)AT I-696 & WOODWARD

7940 S27-63102 NB WOODWARD SERV HS 252 = 187' Main 532 MONO CONC 3 - 36.75' 18' -18' -8 - 73.2' L 73.2' R

19867'' L11'' R

I-696AT I-696 & WOODWARD

7941 S28-63102 MAIN STREET HS 252 = 154' Main 532 MONO CONC 5 - 84.32' 17' -17' -8 - 73.5' L 73.5' R

19860'' L0'' R

I-696IN ROYAL OAK

7942 S29-63102 MOHAWK AVENUE HS 252 = 180' Main 532 MONO CONC 4 - 83' 16' -16' -10 - 81.4' L 81.4' R

19834'' L1'' R

I-696IN ROYAL OAK

7943 S29-63102-8 MOHAWK AVENUE(UTN) HS 202 = 180' Main 532 MONO CONC 1 - 21' 16' -16' -10 - 81.4' L 81.4' R

19844'' L1'' R

I-696IN ROYAL OAK

7944 S31-63102 CAMPBELL AVE HS 252 = 181' Main 532 MONO CONC 8 - 128.5' 16' -16' -10 - 81.7' L 81.4' R

19835'' L2'' R

I-696IN ROYAL OAK

7945 S32-63102 CORPORATE DR HS 252 = 236' Main 532 MONO CONC 2 - 28' 16' -16' -6 - 80.7' L 82' R

19856'' L5'' R

I-6960.2 MI EAST OF LASHER

7946 S33-63102 HARVARD HS 202 = 175' Main 532 MONO CONC 2 - 42' 16' -16' -8 - 74.5' L 91.2' R

19872'' L1'' R

I-696SOUTHF'LD,W/CENT PK BLVD.

7947 S34-63102 CENTRAL PARK BLVD HS 252 = 130' Main 532 MONO CONC 2 - 64.96' 17' -16' -4 - 61' L 61.7' R

19862'' L9'' R

I-696IN SOUTHFIELD

7948 S35-63102 MEADOWLARK U EAST HS 252 = 130' Main 532 MONO CONC 2 - 30.51' 17' -17' -6 - 60.4' L 60' R

19867'' L1'' R

I-6960.1 M W OF EVERGREEN

7949 S36-63102 RED RIVER AVE U-T HS 252 = 130' Main 532 MONO CONC 4 - 50.2' 18' -17' -6 - 60.4' L 60.7' R

19872'' L3'' R

I-696E OF EVERGREEN

7950 S38-63102 SANTA BARBARA U EA HS 252 = 154' Main 532 MONO CONC 1 - 21' 17' -16' -6 - 72.5' L 73.5' R

19872'' L5'' R


7951 S39-63102 LATHRUP ROAD HS 202 = 130' Main 532 MONO CONC 2 - 29.2' 16' -17' -4 - 60.4' L 60.4' R

19889'' L0'' R

I-696CITY OF LATHRUP VILLAGE

7952 S40-63102 MANISTEE U-TURN HS 252 = 154' Main 532 MONO CONC 2 - 42' 17' -17' -8 - 60.4' L 60.4' R

19851'' L3'' R

I-6960.2 MILES W. OF SCOTIA RD

7953 S41-63102 ROANOKE U-TURN HS 252 = 154' Main 532 MONO CONC 2 - 42' 18' -18' -8 - 60.4' L 60.4' R

19859'' L5'' R

I-6960.7 MI W WOODWARD

7954 S42-63102 MAPLEFIELD U-TURN HS 252 = 200' Main 532 MONO CONC 2 - 42' 16' -17' -12 - 60.4' L 60.4' R

198511'' L2'' R

I-6960.4 M W OF WOODWARD

- 21 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

7955 S43-63102 WASHINGTON HS 252 = 96' Main 532 MONO CONC 3 - 39.5' 30' -30' -4 - 43.6' L 44' R

19860'' L0'' R

M-1 WOODWARDAT I-696 & WOODWARD

7956 S45-63102 I-696 WB HS 252 = 122' Main 332 MONO CONC 4 - 71.7' 15' -15' -4 - 47.6' L 45.3' R

19869'' L7'' R

M-1 WOODWARDAT WOODWARD & I-696

7957 S46-63102 I-696 EB HS 252 = 122' Main 532 MONO CONC 4 - 71.9' 15' -14' -4 - 47.6' L 45.3' R

19868'' L7'' R

M-1 WOODWARDAT I-696 & WOODWARD


19842'' L8'' R

I-6960.5 MI E OF WOODWARD

7959 Z01-63102 PLAZA HS 202 = 214' Main 505 NONE 16' -17' -10 - 8.2' L

19876'' L6'' R

I-6961/4 MI S OF 10 1/2 MI

7960 Z02-63102 PLAZA HS 202 = 201' Main 505 NONE 17' -16' -10 - 99.7' L 99.7' R

19877'' L7'' R

I-6961/5 MI E OF GREENFEILD

7961 Z03-63102 PLAZA OTHER2 = 180' Main 505 NONE 16' -16' -10 - 85.3' L 85.6' R

19848'' L9'' R

I-6960.5 MI E OF GREENFIELD

7962 S01-63103 EB I-696 HS 251 = 80' Main 332 EPOXY OVLY 2 - 48.3' 15' -2 - 64' R

19822'' LN-S SERVICE ROADIN FERNDALE

7963 S02-63103 I-696 HS 251 = 77' Main 532 EPOXY OVLY 5 - 154.53'17' -2 - 64' R

19829'' R

N-S SERVICE ROADIN CITY OF ROYAL OAK

7964 S03-63103 I-696 TO I-75 RAMP HS 251 = 82' Main 332 EPOXY OVLY 2 - 56.7'14' -2 - 44' L

198210'' R

N-S SERVICE ROADAT I-696 & I-75

7965 S04-63103 SHEVLIN DBL U TURN HS 202 = 215' Main 382 MONO CONC 2 - 56.43' 15' -15' -10 - 91.2' L 99.7' R

19716'' L6'' R

I-75IN HAZEL PARK

7966 S05-63103 I-696 HS 20+Mod5 = 670' Main 482 EPOXY OVLY 8 - 144.2' 17' -16' -Appr 382 2 - 42' L 42' R

19712'' L11'' R

I-75 & 4 RAMPSIN ROYAL OAK

7967 S06-63103 DALLAS DBL U TURN HS 202 = 221' Main 382 LATEX CONC 3 - 45' 17' -16' -10 - 99.7' L 95.8' R

19712007

0'' L10'' R

I-75IN ROYAL OAK

7968 S07-63103 I-696 RAMPS AF&EF HS 201 = 83' Main 332 BITUMINOUS 2 - 51.84'14' -2 - 44' R

19716'' R

N SERVICE RDIN MADISON HTS

7969 S08-63103 I-696 HS 201 = 75' Main 332 LATEX CONC 8 - 157.81'20' -2 - 44' R

197120070'' R


7970 S09-63103 I-696 RAMPS GH&GD HS 201 = 75' Main 332 LATEX CONC 2 - 27.5'14' -2 - 44' R

197120079'' R


7971 S10-63103 JOHN R RD HS 202 = 200' Main 382 MONO CONC 4 - 52.17' 16' -17' -10 - 84' L 87.6' R

19721997

8'' L11'' R

I-696IN MADISON HTS

- 22 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

7972 S11-63103 U-TURN @ BATTELLE HS 202 = 196' Main 382 MONO CONC 1 - 20.01' 17' -18' -10 - 84' L 84' R

19721997

6'' L0'' R

I-696IN MADISON HTS

7973 S12-63103 COUZENS ST HS 202 = 173' Main 332 MONO CONC 4 - 51.84' 16' -16' -8 - 72.2' L 72.2' R

19728'' L6'' R

I-696IN MADISON HTS

7974 S13-63103 10 MI RD CONNECTOR HS 202 = 241' Main 482 MONO CONC 2 - 29.2' 17' -16' -8 - 72.2' L 72.2' R

19721997

9'' L4'' R

I-696IN MADISON HTS

7975 S14-63103 DEQUINDRE LFT TRN HS 202 = 172' Main 332 MONO CONC 1 - 18.7' 16' -16' -8 - 72.2' L 72.2' R

19728'' L5'' R

I-696IN MADISON HEIGHTS

7976 S15-63103 DEQUINDRE AVE HS 202 = 311' Main 382 MONO CONC 5 - 63.98' 16' -16' -8 - 73.5' L 73.5' R

19728'' L7'' R

I-696IN WARREN & MADISON HTS

7977 S16-63103 I-696 TURN RDWY EB HS 20+Mod4 = 408' Main 382 LATEX CONC 2 - 39.5' 16' -16' -2 - 26.9' L 26.9' R

19712007

8'' L8'' R

I-696&RAMPS FROM I-75NB@ I-75

7978 S17-63103 I-696 TURN RDWY AF HS 20+Mod4 = 408' Main 382 LATEX CONC 1 - 39.5' 16' -16' -2 - 26.9' L 26.9' R

19712007

5'' L1'' R

I-696&RAMPS FROM I-75 SB@ I-75

7979 S18-63103 I-696 RAMP EB HS 20+Mod4 = 322' Main 382 LATEX CONC 1 - 16' 14' -16' -6 - 67.3' L 67.3' R

19712007

11'' L0'' R

I-75 & RAMPS TO I-75 NB@I-75

7980 S19-63103 I-696 RAMP WB HS 20+Mod4 = 316' Main 382 LATEX CONC 1 - 22.5' 14' -16' -6 - 67.3' L 67.3' R

19712007

11'' L0'' R

I-75 & RAMPS TO I-75 SBI-75 / I-696 INTRCHG

7981 R01-63111 I-75 BL SB HS 251 = 94' Main 505 MONO CONC 4 - 44' 2000GTW RRS LTS OF PONTIAC

7982 R02-63111 I-75 BL NB HS 254 = 235' Main 332 MONO CONC 3 - 44.95' 19662004

GTW RRS LTS OF PONTIAC

7983 S01-63111-1 I-75 BL NB HS 253 = 154' Main 332 MONO CONC 3 - 61.1'14' -5 - 82' R

196620048'' R

OPDYKE ROADS LTS OF PONTIAC

7984 S01-63111-2 I-75 BL SB HS 253 = 154' Main 332 MONO CONC 3 - 61'14' -5 - 82' R

1966200410'' R

OPDYKE ROADS LTS OF PONTIAC

7985 B01-63112 M-24 HS 252 = 57' Main 505 MONO CONC 5 - 63.98' 1988PAINT CREEKIN LAKE ORION

13271 P01-63112 POLLY ANN TRAIL Pedestrian100' Main 310 MONO CONC 20' -20' -5 - 91.3' R

20050'' L0'' R

M-24 (WASHINGTON ST)VILLAGE OF OXFORD

7988 B01-63132 M-150 HS 251 = 43' Main 532 MONO CONC 5 - 58.73' 19241994

PAINT CREEKIN ROCHESTER (W MAIN ST)

7989 R01-63132 M-150 HS 258 = 810' Main 505 LATEX CONC 4 - 51.84'13' -4 - 64' R

19895'' R

GTW RR,CLIN R,1ST&2STIN ROCHESTER (S MAIN ST)

- 23 -

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

7990 C01-63151-2 US-24 BR OTHER11' Main 119 NA 6 - 1973AUGUSTA DR(OSMUN LK)0.3 MI S OF TELEGRAPH

7991 C02-63151-2 US-24 BR OTHER11' Main 119 NA 6 - 1972PONTIAC CREEK0.2 MI S OF SANDERSON

7992 C03-63151 US-24 BR HS 20+Mod12' Main 119 NA 6 - 1900PONTIAC CREEK0.1 MI N OF KINNEY STREET

7993 X01-63151 GTW RR Railroad3 = 124' Main 492 NONE 13' -13' -4 - 62' R

19276'' L4'' R

US-24BL.2 MI NW OF PONTIAC (US 1

7994 S01-63171 CORNELL RD HS 202 = 109' Main 532 MONO CONC 2 - 43.96' 14' -14' -6 - 50.5' L 50.5' R

196310'' L11'' R

M-39IN SOUTHFIELD

7995 C01-63172 I-75 OTHER16' Main 119 BITUMINOUS 4 - 1963GALLOWAY DRAIN0.7 MI N FEATHERSTONE RD

7996 R01-63172-1 I-75 NB HS 20+Mod3 = 144' Main 532 LATEX CONC 3 - 60.04' 1962GTW RR5.7 MI NW OF M-59

7997 R01-63172-2 I-75 SB HS 20+Mod3 = 144' Main 532 LATEX CONC 3 - 38.39' 1962GTW RR5.7 MI NW OF M-59

7998 R01-63172-5 NB JOSLYN TO I-75 HS 253 = 145' Main 532 LATEX CONC 1 - 26' 19812005

GTW RR5.7 MI NW OF M-59

7999 S01-63172-1 I-75 NB HS 20+Mod4 = 231' Main 382 LATEX CONC 3 - 72.2' 15' -15' -8 - 78.4' L 78.4' R

19638'' L10'' R

M-59@ (M-59) E OF PONTIAC

8000 S01-63172-2 I-75 SB HS 20+Mod4 = 231' Main 382 LATEX CONC 3 - 72.18' 15' -15' -8 - 78.4' L 78.4' R

19634'' L5'' R

M-59EAST OF PONTIAC (M-59)

8001 S02-63172-3 FEATHERSTONE RD HS 204 = 440' Main 532 MONO CONC 2 - 31.82' 19' -18' -9 - 99.7' L 99.7' R

19903'' L11'' R

I-750.4 MI N.OF M-59

8002 S02-63172-4 FEATHERSTONE RD HS 204 = 440' Main 532 MONO CONC 2 - 31.82' 19' -19' -9 - 7.9' L 37.1' R

199010'' L6'' R

I-750.4 MI N. OF M-59

8003 S03-63172-3 UNIVERSITY DR (EB) HS 20+Mod4 = 338' Main 382 MONO CONC 4 - 47.9' 16' -16' -10 - 78.1' L 76.4' R

19635'' L3'' R

I-751.6 MI N OF M-59

13198 S03-63172-4 UNIVERSITY DR (WB) HS 25Main 532 NA 3 - 16' -16' -10 -

20045'' L3'' R

I-751.6 MI N OF M-59

8004 S04-63172-1 I-75 NB HS 20+Mod3 = 130' Main 532 MONO CONC 5 - 69.6' 14' -2 - 60' L

19631989

8'' LPONTIAC RD2.0 MI N OF M-59

13196 S04-63172-2 I-75 SB HS 20+Mod3 = 130' Main 532 NONE 5 - 96.5'14' -2 - 68.7' R

196319896'' R

PONTIAC ROAD2.0 MI N OF M-59

- 24 -

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

13197 S04-63172-5 I-75 NB C/D HS 253 = 130' Main 532 MONO CONC 68.7'2 -

0PONTIAC ROAD2.0 MI N OF M-59

8005 S05-63172 WALTON BLVD H 204 = 216' Main 532 MONO CONC 2 - 27.89' 16' -16' -8 - 68.6' L 68.2' R

19624'' L6'' R

I-752.5 MI N OF M-59


19621988

10'' L5'' R

I-75 BL & M-24@ I-75 , M-24


19621988

1'' L2'' R

M-24 & I-75 BL@ I-75 , M-24

8008 S07-63172-3 M-24 CONN EB HS 204 = 247' Main 332 LATEX CONC 1 - 23.95' 16' -16' -9 - 77.4' L 68.6' R

19622002

5'' L0'' R

I-75@ M-24 (I-75 SB TO M-24)

8009 S07-63172-4 M-24 CONN WB HS 204 = 247' Main 332 LATEX CONC 1 - 23.95' 16' -16' -9 - 77.4' L 68.6' R

19622002

5'' L2'' R

I-75@ M-24 (M-24 CONN TO I-75

8010 S08-63172-3 I-75 CONN EB HS 254 = 183' Main 532 EPOXY OVLY 2 - 44.9' 14' -14' -6 - 52.5' L 59.1' R

19629'' L1'' R

M-24@ M-24(I-75 CONN TO M-24)

8011 S08-63172-4 I-75 CONN WB HS 254 = 183' Main 532 EPOXY OVLY 1 - 32' 14' -14' -6 - 50.5' L 60.7' R

196211'' L7'' R

M-24@ M-24(I-75 CONN TO I-75

8012 S09-63172 GIDDINGS RD H 154 = 266' Main 532 EPOXY OVLY 2 - 27.5' 16' -19' -8 - 68.6' L 68.6' R

19621'' L6'' R

I-750.8 MI NW OF M-24

8013 S10-63172-1 I-75 NB HS 203 = 214' Main 332 LATEX CONC 4 - 63.98'14' -4 - 59.7' R

196220083'' R

JOSLYN RD2.0 MI NW OF M-24 (JOSLYN

8014 S10-63172-2 I-75 SB HS 203 = 214' Main 332 LATEX CONC 3 - 53'15' -4 - 59.7' R

196220088'' R

JOSLYN RD2.0 MI NW OF M-24 (JOSLYN

8015 S11-63172 NB BALDWIN RD H 202 = 236' Main 532 MONO CONC 3 - 43.96' 18' -17' -8 - 65.9' L 47.9' R

19936'' L10'' R

I-753.1 MI NW OF M-24

8016 S12-63172-1 I-75 NB HS 203 = 162' Main 332 EPOXY OVLY 3 - 58.9'14' -2 - 37.7' R

1962198810'' R

CLINTONVILLE RD4.1MI SE OF M-15

8017 S12-63172-2 I-75 SB HS 203 = 162' Main 332 EPOXY OVLY 3 - 58.9'14' -2 - 37.7' R

196219883'' R

CLINTONVILLE RD4.1 MI SE OF M-15

8018 S13-63172 WALDON RD H 154 = 336' Main 382 MONO CONC 2 - 25.92' 16' -16' -6 - 64' L 65.6' R

19622004

7'' L3'' R

I-752.5 MI SE OF M-15

8019 S14-63172 SASHABAW RD H 204 = 367' Main 382 LATEX CONC 4 - 52.49' 16' -15' -4 - 64.3' L 55.8' R

19620'' L11'' R

I-752.2 MI SE OF M-15

8020 S15-63172 I-75 SB HS 20+Mod3 = 113' Main 332 EPOXY OVLY 3 - 58.9'14' -2 - 37.7' R

196219887'' R

CLARKSTON RD1.1 MI SE OF M-15

- 25 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

8021 S16-63172 I-75 NB HS 20+Mod3 = 109' Main 332 EPOXY OVLY 3 - 59'14' -2 - 37.7' R

196219884'' R

CLARKSTON RD1.1 MI SE OF M-15

8022 S17-63172 M-15 HS 20+Mod2 = 197' Main 505 MONO CONC 4 - 72' 16' -17' -8 - 94.5' L 94.5' R

20052'' L2'' R

I-75@ M-15

8023 S18-63172 I-75 RAMP B HS 204 = 364' Main 482 MONO CONC 2 - 32.81' 17' -16' -5 - 7.9' L 29.9' R

19903'' L9'' R

I-75 RAMP B & I-75I-75 EAST OF PONTIAC

8024 S19-63172 I-75 RAMP C HS 205 = 547' Main 482 MONO CONC 1 - 45.93' 16' -16' -9 - 99.7' L 99.7' R

199010'' L7'' R

I-75 RAMP C & I-75I-75 EAST OF PONTIAC

8025 S20-63172 SB BALDWIN RD HS 202 = 236' Main 532 MONO CONC 4 - 55.77' 19' -18' -8 - 118.1' R

19935'' L9'' R

I-753.1 MI NW OF M-24

8030 B01-63173 I-75 HS 20+Mod2 = 25' Main 219 BITUMINOUS 6 - 155.51' 1962DEERLAKE CREEK1.4 MI W OF M-15

8031 S01-63173 HOLCOMB RD H 154 = 376' Main 382 LATEX CONC 2 - 28.87' 16' -16' -6 - 69.9' L 70.2' R

19621'' L0'' R

I-750.7 MI W OF M-15

8032 S02-63173 M-24 HS 203 = 183' Main 332 LATEX CONC 5 - 79.72'16' -4 - 66.9' R

19622'' R

I-75 SB@ M-24

8033 S03-63173 I-75 NB HS 20+Mod3 = 197' Main 382 LATEX CONC 4 - 59.71' 15' -14' -5 - 86.9' L 86.9' R

19625'' L8'' R

M-24@ M-24

8034 S04-63173 DAVISBURG RD H 155 = 294' Main 332 LATEX CONC 2 - 27.89' 16' -15' -6 - 55.1' L 54.8' R

196210'' L11'' R

I-753.3 MI NW OF M-10

8035 S05-63173 RATTALEE LAKE RD H 154 = 282' Main 332 LATEX CONC 2 - 28.87' 15' -16' -6 - 67.6' L 67.6' R

19639'' L9'' R

I-754.8 MI NW OF M-10

8036 S06-63173 HOLLY RD HS 20+Mod4 = 341' Main 382 LATEX CONC 2 - 29.86' 16' -17' -8 - 78.4' L 77.4' R

19620'' L7'' R

I-755.4 MI NW OF M-10

8037 S07-63173 GRANGE HALL RD HS 20+Mod4 = 237' Main 332 LATEX CONC 2 - 29.86' 16' -16' -8 - 77.4' L 77.4' R

19610'' L3'' R

I-753.3 MI SE OF GENESEE COL

8038 S08-63173 LAHRING RD H 154 = 214' Main 532 MONO CONC 2 - 23.95' 16' -16' -6 - 67.6' L 67.9' R

19620'' L0'' R


8039 S09-63173 BELFORD RD H 154 = 220' Main 532 MONO CONC 2 - 23.95' 16' -17' -6 - 68.6' L 67.9' R

19621'' L10'' R


8040 S10-63173 I-75 NB HS 20+Mod4 = 300' Main 332 LATEX CONC 3 - 46.92' 14' -14' -5 - 51.2' L 46.6' R

19629'' L2'' R

DIXIE HWY0.2 MI NW OF M-10

8041 B02-63174-1 I-75 NB HS 20+Mod3 = 250' Main 382 MONO CONC 4 - 57.74' 19632001

RED RUN DRAININ MADISON HTS

- 26 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

8042 B02-63174-2 I-75 SB HS 20+Mod3 = 250' Main 382 MONO CONC 3 - 47.9' 19632001

RED RUN DRAININ MADISON HTS

8043 B04-63174-1 I-75 NB HS 20+Mod1 = 44' Main 532 LATEX CONC 4 - 83.01' 19642001

CLINTON RIVER0.6 MI S OF M-59

8044 B04-63174-2 I-75 SB HS 20+Mod1 = 44' Main 532 LATEX CONC 4 - 83.01' 19642001

CLINTON RIVER0.6 MI S OF M-59

8045 C01-63174 I-75 OTHER14' Main 119 OTHERC 4 - 1963SPENCER DRAIN0.3 MI S OF MAPLE ROAD

8046 C02-63174 I-75 HS 2018' Main 119 MONO CONC 6 - 1965ROUGE R(SPRAGUE DR)0.5 MI EAST OF COOLIDGE

8047 C03-63174 I-75 SB OTHER10' Main 119 OTHERC 5 - 1964AMY DRAIN0.3 MI NW OF SQUIRREL RD

8048 C04-63174 I-75 NB OTHER10' Main 119 MONO CONC 4 - 94.82' 1964AMY DRAIN0.3 MI NW OF SQUIRREL RD

12875 N01-63174 AUBURN RD WALKOVER Pedestrian271' Main 532 MONO CONC 18' -18' -8 - 99' L 99' R

20015'' L9'' R

I-75AUBURN RD @ I-75

8049 P01-63174 12 MI RD WALKOVER Pedestrian22 = 555' Main 403 MONO CONC 17' -16' -Appr 201 8 - 87.3' L 95.8' R

19631'' L3'' R

I-75IN MADISON HTS

8050 P02-63174 BERNHARD ST WALKOV Pedestrian15 = 507' Main 303 MONO CONC 20' -20' -Appr 201 8 - 82.7' L 78.1' R

19660'' L0'' R

I-75IN HAZEL PARK

8051 P03-63174 HARRY AVE WALKOVER Pedestrian14 = 509' Main 303 MONO CONC 20' -20' -Appr 201 8 - 73.2' L 73.2' R

19660'' L0'' R

I-75IN HAZEL PARK

8052 P04-63174 HIGHLAND AVE WALKO Pedestrian14 = 511' Main 303 MONO CONC 20' -20' -Appr 201 8 - 73.2' L 73.2' R

19660'' L0'' R

I-75IN HAZEL PARK

8053 P05-63174 BROWNING AVE WALKO Pedestrian14 = 489' Main 303 MONO CONC 20' -20' -Appr 201 8 - 73.2' L 73.2' R

19690'' L0'' R

I-75IN HAZEL PARK

8054 P06-63174 ORCHARD ST WALKOVE Pedestrian14 = 469' Main 303 MONO CONC 20' -20' -Appr 201 8 - 79.7' L 79.7' R

19660'' L0'' R

I-75IN HAZEL PARK

8055 P07-63174 WATTLES RD WALKOVE Pedestrian2 = 214' Main 532 MONO CONC 17' -17' -6 - 60.4' L 60.4' R

19832'' L3'' R

I-75@ WATTLES RD

8056 S01-63174 GARDENIA RD HS 202 = 130' Main 402 MONO CONC 4 - 43.96' 16' -18' -6 - 59.4' L 59.4' R

19631996

7'' L4'' R

I-75IN ROYAL OAK

8057 S02-63174 NB SERV RD H 202 = 220' Main 402 MONO CONC 2 - 25.92' 16' -19' -6 - 65.9' L 65.9' R

19638'' L10'' R

I-75IN ROYAL OAK

- 27 -

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland


19632001

0'' L1'' R

12 MILE RDIN MADISON HTS

8059 S03-63174-2 I-75 SB HS 20+Mod4 = 170' Main 532 LATEX CONC 3 - 57.41'14' -6 - 49.5' L 49.5' R

196320012'' R


8060 S04-63174-1 I-75 NB HS 20+Mod3 = 141' Main 532 MONO CONC 3 - 56.43'16' -5 - 60' L

196320014'' R


8061 S04-63174-2 I-75 SB HS 20+Mod3 = 141' Main 532 MONO CONC 3 - 56.5'15' -5 - 60.7' R

1963200110'' R


8062 S05-63174-1 I-75 NB HS 20+Mod3 = 156' Main 382 MONO CONC 4 - 60.7'14' -7 - 84' R

19637'' R

14 MILE RDN LTS OF MADISON HTS

8063 S05-63174-2 I-75 SB HS 20+Mod3 = 156' Main 382 MONO CONC 4 - 60.7'14' - 7 - 84' R

196319703'' R

14 MILE RDN LTS OF MADISON HTS


19642008

10'' L11'' R

M-150 (ROCHESTER RD)IN TROY

8065 S06-63174-2 I-75 SB HS 20+Mod4 = 160' Main 532 BITUMINOUS 4 - 56.5' 14' -15' -5 - 44.3' L 46.9' R

19646'' L0'' R

M-150 (ROCHESTER RD.)IN TROY

8066 S08-63174-1 I-75 NB HS 20+Mod3 = 130' Main 532 EPOXY OVLY 3 - 52'14' -4 - 60.4' R

196410'' R

LIVERNOIS RDIN TROY

8067 S08-63174-2 I-75 SB HS 20+Mod3 = 130' Main 532 EPOXY OVLY 3 - 50.52'14' -2 - 60.4' R

19649'' R

LIVERNOIS RDIN TROY


196411'' L11'' R

BIG BEAVER RDIN TROY


19642008

2'' L2'' R

BIG BEAVER RDIN TROY

8070 S09-63174-5 I-75 NB CD HS 254 = 176' Main 332 BITUMINOUS 2 - 45.3' 15' -15' -6 - 39.5' L 39.5' R

198310'' L10'' R

BIG BEAVER ROADIN TROY

8071 S09-63174-6 I-75 SB CD HS 254 = 173' Main 332 BITUMINOUS 2 - 45.28' 20' -20' -6 - 39.5' L 39.5' R

19830'' L0'' R

BIG BEAVER ROADIN TROY

8072 S10-63174 WATTLES RD H 204 = 214' Main 532 EPOXY OVLY 2 - 26' 16' -16' -6 - 67.6' L 67.6' R

19641'' L1'' R

I-75IN TROY

8073 S11-63174-1 I-75 NB HS 20+Mod3 = 132' Main 532 LATEX CONC 3 - 50.52'15' -4 - 59.7' R

196420087'' R

EAST LONG LAKE RDIN TROY

8074 S11-63174-2 I-75 SB HS 20+Mod3 = 132' Main 532 LATEX CONC 3 - 50.52'14' -4 - 59.7' R

1964200810'' R

EAST LONG LAKE RDIN TROY

- 28 -

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

8075 S12-63174 RAMP CONNTO CHRYSL HS 20+Mod4 = 226' Main 332 LATEX CONC 2 - 40.03' 16' -16' -7 - 67.6' L 77.8' R

19642008

9'' L1'' R

I-75IN TROY

8076 S13-63174 N.B. CROOKS RD. H 204 = 282' Main 482 MONO CONC 3 - 43.96' 18' -17' -6 - 67.6' L 67.6' R

199011'' L6'' R

I-75IN TROY

8077 S14-63174-1 I-75 NB HS 20+Mod3 = 107' Main 532 MONO CONC 3 - 50.52'15' -2 - 37.7' R

19642'' R

COOLIDGE RDIN TROY


19648'' R

COOLIDGE RDIN TROY


19643'' R

SQUARE LAKE RDIN TROY


196411'' R

SQUARE LAKE RDIN TROY


19644'' R

ADAMS RDIN TROY (OVER ADAMS RD)


19649'' R

ADAMS RDIN TROY (OVER ADAMS RD)

8083 S17-63174 SQUIRREL RD H 204 = 287' Main 332 LATEX CONC 2 - 28' 15' -16' -7 - 74.1' L 74.1' R

19642005

10'' L2'' R

I-752.7 MI SE OF M-59

8084 S18-63174 I-75 SB O RMP (MID HS 20+Mod3 = 201' Main 382 LATEX CONC 3 - 45.7'17' -2 - 37.7' R

196419883'' R

I-75BL RAMPS-OVER & UNDE0.5 MI E PONTIAC @I 75 BL

8085 S18-63174-5 I-75 BL RMP EN TOP HS 20+Mod3 = 261' Main 382 MONO CONC 2 - 29.86'16' -5 - 33.5' R

19644'' R

I-75 SB & I-75BL9.5 MI E OF PONTIAC

8086 S19-63174 SOUTH BLVD HS 252 = 308' Main 482 MONO CONC 4 - 55.77' 16' -16' -9 - 94.2' L 94.2' R

20013'' L10'' R

I-751.5 MI S OF M-59

8087 S20-63174-1 I-75 NB HS 20+Mod3 = 133' Main 532 LATEX CONC 4 - 38.39' 14' -14' -2 - 61' L

19642001

11'' L9'' R

OLD M-59 (AUBURN RD)0.5 MI S OF M-59

8088 S20-63174-2 I-75 SB HS 20+Mod3 = 133' Main 532 LATEX CONC 2 - 38.39' 14' -14' -4 - 61' L

19642001

8'' L6'' R

OLD M-59 (AUBURN RD)0.5 MI S OF M-59

8089 S21-63174-1 I-75 NB HS 20+Mod3 = 130' Main 532 LATEX CONC 3 - 52'15' -5 - 59.7' R

196320085'' R

MAPLE RD, 15 MILE RDIN TROY (OVER MAPLE RD)

8090 S21-63174-2 I-75 SB HS 20+Mod3 = 130' Main 532 LATEX CONC 3 - 52'14' -5 - 59.7' R

1963200811'' R

MAPLE RD, 15 MILE RDIN TROY (OVER MAPLE RD)

8091 S22-63174 MYERS RD H 154 = 230' Main 332 LATEX CONC 2 - 28' 17' -14' -8 - 72.2' L 72.2' R

19662007

9'' L10'' R

I-75IN HAZEL PARK

- 29 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

8092 S23-63174 JOHN R SB TURN RAM H 204 = 219' Main 332 LATEX CONC 1 - 19.5' 14' -16' -8 - 72.2' L 72.2' R

19662007

5'' L1'' R

I-75IN HAZEL PARK

8093 S24-63174 JOHN R H 204 = 260' Main 332 LATEX CONC 4 - 52' 14' -17' -8 - 71.2' L 71.9' R

19662007

9'' L9'' R

I-75IN HAZEL PARK

8094 S25-63174 JOHN R NB TURN RAM H 204 = 215' Main 332 LATEX CONC 1 - 19.5' 15' -17' -8 - 72.2' L 72.2' R

19662007

1'' L10'' R

I-75IN HAZEL PARK

8095 S26-63174 NINE MI RD TURN RA H 204 = 217' Main 332 LATEX CONC 1 - 19.5' 14' -17' -8 - 72.2' L 72.2' R

19662007

9'' L5'' R

I-75IN HAZEL PARK

8096 S27-63174 NINE MI RD OTHER2 = 197' Main 482 MONO CONC 5 - 59' 14' -14' -8 - 71.9' L 71.9' R

20099'' L9'' R

I-75IN HAZEL PARK

8097 S28-63174 WOODWARD HTS BLVD H 202 = 173' Main 332 LATEX CONC 5 - 52' 15' -15' -8 - 79.4' L 79.4' R

19712007

4'' L6'' R

I-75@ CITY OF HAZEL PARK

8098 S30-63174 10.5 MI ROAD H 202 = 172' Main 332 MONO CONC 4 - 51.84' 16' -16' -8 - 79.7' L 79.7' R

19714'' L6'' R

I-75@ CITY OF ROYAL OAK

8099 S31-63174 11 MI RD H 204 = 197' Main 332 MONO CONC 6 - 78.74' 16' -16' -6 - 60' L 60' R

19668'' L5'' R

I-75IN ROYAL OAK

8100 S32-63174 SB CROOKS ROAD H 204 = 282' Main 482 MONO CONC 3 - 43.96' 18' -17' -6 - 60' L 60' R

19907'' L4'' R

I-75IN TROY

13544 S33-63174 I-696W TO I-75N OTHER400' Main 482 NA 1 -1 -

I-75N TO 11 MI EXIT RMPN OF I-696 AND I-75 INTCH

8111 N01-63191 BIKE PATH I-275 Pedestrian3 = 58' Main 772 TIMBER 1976COUNTY DRAINS OF EB I96 TO SB I275 RA

8112 N02-63191 BIKE PATH I-275 Pedestrian3 = 52' Main 772 TIMBER 1976COUNTY DRAIN.5 MI SE OF HAGGERTY RD

8113 N03-63191 BIKE PATH I-275 Pedestrian1 = 21' Main 772 TIMBER 1976COUNTY DRAIN.5 MI S OF 10 MILE RD

8114 N04-63191 BIKE PATH I-275 Pedestrian1 = 20' Main 772 TIMBER 1976COUNTY DRAIN0.1 MI S OF 9 MILE RD

8115 S01-63191 MEADOWBROOK RD H 202 = 287' Main 382 LATEX CONC 2 - 38.5' 17' -16' -9 - 95.5' L 99.7' R

19722008

10'' L5'' R

I-96IN THE VILLAGE OF NOVI

8116 S02-63191 HAGGERTY RD H 203 = 232' Main 382 MONO CONC 2 - 41.99'16' -3 - 72.8' R

19723'' R

I-96 EBE LTS OF NOVI

8117 S03-63191 HAGGERTY RD H 204 = 247' Main 332 MONO CONC 2 - 43.31'16' -4 - 77.4' R

19718'' R

I-96 WBE LTS OF NOVI

- 30 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

8118 S04-63191 I-696 SB TO I-96 R HS 20+Mod4 = 281' Main 382 MONO CONC 3 - 49.87' 16' -16' -7 - 85' L 80.4' R

19711998

8'' L0'' R

M-102@ I-96/I-696 INTERCHANGE


19718'' L0'' R

I-696@ I-96/I-696 INTERCHANGE

8120 S05-63191-4 I-96 WB HS 20+Mod4 = 287' Main 382 LATEX CONC 2 - 41.99' 16' -16' -4 - 85.3' L 85.3' R

19715'' L11'' R

I-696@ I-96/I-696 INTERCHANGE

8121 S06-63191 TRN RDWY C (I-696) HS 20+Mod5 = 629' Main 382 INTEG CONC 2 - 41.99' 16' -16' -3 - 42' L 42' R

19725'' L5'' R

I-96 & I-275I-96 & I-696 INTERCHANGE

8122 S07-63191 I-96 WB HS 20+Mod4 = 262' Main 382 MONO CONC 2 - 41.99' 16' -16' -6 - 80.4' L 89.9' R

19710'' L10'' R


8123 S08-63191 I-96 RAMP HS 20+Mod4 = 274' Main 332 MONO CONC 3 - 49.87' 16' -16' -5 - 80.4' L 99.7' R

19711'' L4'' R


8124 S09-63191 GRAND RIVER AVE HS 205 = 421' Main 382 MONO CONC 3 - 59.71' 16' -17' -10 - 70.9' L 99.7' R

197210'' L0'' R

I-275, I-96S OF I-96/I-696 INTECHNG

8125 S10-63191 TEN MILE RD H 205 = 399' Main 382 MONO CONC 4 - 68.57' 18' -16' -9 - 77.1' L 99.7' R

19714'' L6'' R

I-961 MI NW OF FARMINGTON

8126 S12-63191 I-96 EB HS 20+Mod1 = 91' Main 332 MONO CONC 4 - 71.85'14' -2 - 39.7' R

19714'' R

9 MILE RD1 MI W OF FARMINGTON

8127 S13-63191 I-96 WB HS 20+Mod1 = 91' Main 332 MONO CONC 4 - 71.85'14' -2 - 39.7' R

19729'' R

9 MI RD1 MI W OF FARMINGTON

8128 S18-63191 I-96 RAMP HS 20+Mod3 = 194' Main 382 MONO CONC 2 - 41.99'16' -1 - 65.6' R

19726'' R

RAMP FROM M-102AT I-696


19721'' L10'' R

M-5I-96/I-696 INTERCHANGE

12940 S01-63192 I-96 EB, RAMP J HS 257 = 944' Main 382 MONO CONC 2 - 43.96' 1992M-5 SB / I-96 / I-696NOVI TWP SEC 13


199211'' L10'' R

I-96/I-696NOVI TWP SEC 13

12942 S03-63192 I-96 EB, RAMP J HS 253 = 339' Main 382 MONO CONC 2 - 43.96'18' -3 - 56.1' R

20009'' R

M-5 NBNOVI TWP SEC 13

8133 S04-63192-1 M-5 NB MAINLINE HS 252 = 209' Main 532 MONO CONC 3 - 59.71' 16' -16' -8 - 82' L 82' R

19933'' L3'' R

12 MILE RDI-96,I-696,M-5 INTRCHG

8134 S04-63192-2 M-5 SB MAINLINE HS 20+Mod2 = 209' Main 502 MONO CONC 3 - 59.71' 16' -16' -4 - 49.9' R

19933'' L3'' R

12 MILE ROADI-96,I-696 M-5 INTRCHG

- 31 -

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Oakland

8135 S04-63192-5 M-5 NB CD HS 252 = 209' Main 502 MONO CONC 3 - 55.77' 16' -16' -8 - 68.9' L 82' R

19933'' L3'' R

12 MILE RDI-96, I-696, M-5 INTRCHG

8136 S04-63192-6 M-5 S BD CD HS 252 = 209' Main 532 MONO CONC 3 - 55.77' 16' -16' -8 - 82' L 68.9' R

19933'' L3'' R

12 MILE RDI-96,I696,M-5 INTRCHG

8137 B02-63201 M-10 BR HS 20+Mod3 = 31' Main 319 MONO CONC 5 - 60' 1964CLINTON RIVERIN PONTIAC

8138 C01-63201 US-24 BR OTHER11' Main 119 NA 4 - 1973PONTIAC CREEKBET UNIVERSITY DR & HURON

8139 C02-63201 US-24 BR OTHER11' Main 119 NA 4 - 1973PONTIAC CREEKBETWEEN OAKLAND & CASS

7786 C01-63821 OLD I-96 (BL) H 151 = 34' Main 119 INTEG CONC 5 - 55' 2006ROUGE RIVERIN FARMINGTON (E GRAND RI

8140 R01-63998 TROWBRIDGE RD H 157 = 231' Main 204 LATEX CONC 2 - 30' 1931GTW RRCITY OF BLOOMFIELD HILLS

- 32 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************St. Clair

9896 B01-77011 M-19 HS 251 = 92' Main 532 MONO CONC 4 - 40.03' 2005BELLE RIVER0.3 MI N OF MACOMB COL

9897 B02-77011 M-19 H 151 = 26' Main 119 INTEG CONC 2 - 44' 2007COWHEY CREEK1.8 MI S OF M-21

9898 C01-77011 M-19 OTHER11' Main 119 NA 2 - 1900APPLY DRAIN3.0 MI S OF S LMTS EMMETT

9899 C02-77011 M-19 OTHER10' Main 119 NA 2 - 1900NO NAME2.0 MI S OF S LMTS EMMETT

9900 B01-77012 M-19 HS 201 = 27' Main 532 EPOXY OVLY 2 - 47.9' 1987EMMETT DRAIN0.5 MI N OF M-21

9901 B02-77012 M-19 HS 251 = 42' Main 532 EPOXY OVLY 2 - 47.9' 1987SULLIVAN DRAIN1.7 MI N OF M-21

9902 B03-77012 M-19 HS 201 = 26' Main 119 BITUMINOUS 2 - 44' 2008PINE RIVER2.8 MI N OF M-21

9903 B04-77012 M-19 HS 201 = 75' Main 532 MONO CONC 2 - 30' 2008MILL CREEK0.1 MI S OF M-136

9904 C01-77012 M-19 OTHER12' Main 119 NA 2 - 1900HYDE DRAIN0.9 MI N OF N LTS EMMETT

9905 C02-77012 M-19 OTHER12' Main 119 NA 2 - 1900GLEASON DRAIN1.9 M S INT M136 & M19

9906 C03-77012 M-19 OTHER18' Main 119 NA 2 - 1900WHITE DRAIN1.2 MI S INT M-136&M-19

9907 C04-77012 M-19 OTHER10' Main 119 NA 2 - 1900NO NAME0.7 MI S INT M-136 & M-19

9925 B01-77023 I-69 EB HS 253 = 204' Main 532 EPOXY OVLY 2 - 43' 1980S BR PINE RIVER1.2 MI SE OF GOODELLS

9926 B02-77023 I-69 WB HS 253 = 186' Main 532 EPOXY OVLY 2 - 42' 1980SOUTH BRANCH PINE RIVER1.2 MI SE OF GOODELLS

9927 B03-77023 I-69 EB HS 253 = 202' Main 382 LATEX CONC 2 - 42' 1980PINE RIVER2.6 MI SE OF GOODELLS

9928 B04-77023 I-69 WB HS 253 = 205' Main 382 EPOXY OVLY 2 - 42' 1980PINE RIVER2.6 MI SE OF GOODELLS

9929 R01-77023 I-69 EB HS 203 = 244' Main 332 LATEX CONC 2 - 38.5' 19662007

CSX RR1.5 MI W OF I-94

- 33 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************St. Clair

9930 R02-77023 I-69 EB HS 203 = 153' Main 532 LATEX CONC 2 - 38.5' 19652007


9931 R03-77023 I-69 WB HS 203 = 243' Main 332 LATEX CONC 2 - 38.5' 19662007

CSX RR1.5 MI W OF I-94

9932 R04-77023 I-69 WB HS 203 = 153' Main 532 LATEX CONC 2 - 38.5' 19652007


9933 R05-77023 I-69 EB HS 253 = 139' Main 332 EPOXY OVLY 2 - 42' 1980GTW RR3 MI SE OF GOODELLS

9934 R06-77023 I-69 WB HS 253 = 178' Main 332 EPOXY OVLY 2 - 42' 1980GTW RR3 MI SE OF GOODELLS

9935 S01-77023 WADHAMS RD HS 204 = 206' Main 332 MONO CONC 2 - 31.82' 14' -14' -4 - 68.2' L 68.2' R

19661996

10'' L10'' R

I-693.1 MI NW OF I-94

9936 S02-77023 ALLEN RD HS 254 = 222' Main 332 LATEX CONC 2 - 28' 14' -14' -4 - 68.2' L 68.2' R

19661999

6'' L7'' R

I-692.1 MI NW OF I-94

9937 S03-77023 RANGE RD H 204 = 206' Main 532 MONO CONC 2 - 27.89' 14' -14' -4 - 68.2' L 68.2' R

19667'' L7'' R

I-691.0 MI W OF I-94

9938 S04-77023 MICHIGAN RD H 203 = 156' Main 332 MONO CONC 2 - 27.89'15' -4 - 75.8' R

19642'' R

I-69@ I-94, M-21EB

9939 S05-77023 MICHIGAN RD H 203 = 151' Main 332 MONO CONC 2 - 27.89'14' -4 - 75.8' R

19647'' R

I-69 WB@ I-94, M-21 WB

9940 S06-77023 STAPLETON RD H 202 = 322' Main 382 MONO CONC 2 - 37.4' 17' -16' -4 - 93.8' L 99.7' R

198110'' L3'' R

I-692.5 MI SE OF EMMETT

9941 S07-77023 FOX ROAD HS 202 = 262' Main 405 INTEG CONC 2 - 37.4' 16' -18' -4 - 99.7' L 96.8' R

19818'' L0'' R

I-693.5 MI SE OF EMMETT

9942 S08-77023 WALES CENTER RD HS 202 = 272' Main 482 MONO CONC 2 - 43.31' 19' -17' -4 - 92.5' L 95.8' R

19818'' L11'' R

I-691.2 MI SW OF GOODELLS

9943 S09-77023 GOODELLS ROAD H 203 = 370' Main 482 MONO CONC 2 - 41.99' 20' -17' -4 - 82' L 92.2' R

19800'' L8'' R

I-690.7 MI SOUTH OF GOODELLS

9944 S10-77023 BARTH ROAD HS 203 = 347' Main 532 EPOXY OVLY 2 - 43.31' 16' -20' -4 - 92.5' L 82' R

198110'' L0'' R

I-694 MI E OF GOODELLS

9945 B05-77024 I-69 EB HS 251 = 80' Main 532 MONO CONC 2 - 43.96' 1982COX-DOTY DRAIN2.7 MI E OF CAPAC

9946 B06-77024 I-69 WB HS 201 = 80' Main 532 MONO CONC 2 - 43.96' 1982COX-DOTY DRAIN2.7 MI SE OF CAPAC

- 34 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************St. Clair

9947 S01-77024 MARTIN ROAD H 202 = 271' Main 482 MONO CONC 2 - 37.4' 17' -16' -4 - 97.4' L 97.4' R

19788'' L6'' R

I-692.1 MI SW OF CAPAC

9948 S02-77024 CAPAC ROAD H 202 = 270' Main 482 MONO CONC 2 - 42.98' 17' -16' -4 - 97.8' L 97.8' R

19796'' L6'' R

I-692.5 MI S OF CAPAC

9949 S04-77024 MILLER RD HS 202 = 269' Main 482 MONO CONC 2 - 35.76' 17' -16' -4 - 96.1' L 97.1' R

19824'' L5'' R

I-695 MI SE OF CAPAC

9950 S05-77024 BURT RD HS 202 = 477' Main 482 MONO CONC 2 - 41.99' 16' -16' -4 - 91.2' L 96.1' R

19824'' L10'' R

I-696.0 MI SE OF CAPAC

9951 S06-77024 RILEY CENTER RD HS 202 = 333' Main 482 MONO CONC 2 - 41.99' 18' -17' -4 - 96.5' L 94.2' R

19828'' L2'' R

I-697.0 MI SE OF CAPAC

9952 S07-77024 EGLING RD HS 203 = 330' Main 482 LATEX CONC 2 - 35.76' 19' -16' -4 - 83' L 82.3' R

19822'' L10'' R

I-694 MI W OF EMMETT

9953 S08-77024 BRAIDWOOD ROAD HS 203 = 342' Main 482 LATEX CONC 2 - 37.07' 18' -16' -4 - 82' L 82' R

19827'' L6'' R


9954 S09-77024 REEVES RD HS 202 = 269' Main 482 LATEX CONC 2 - 36.75' 16' -17' -4 - 97.1' L 93.8' R

19825'' L9'' R


9955 S10-77024 M-19 (KINNEY ROAD) HS 252 = 264' Main 482 MONO CONC 4 - 49.21' 17' -17' -4 - 91.9' L 95.8' R

198111'' L1'' R

I-691 MI S OF EMMETT

9956 B01-77032 I-94 BL HS 253 = 147' Main 316 OTHERC 4 - 47.9'Appr 107

1991BLACK RIVERIN PORT HURON (MILITARY A

9957 R01-77032 M-25 HS 201 = 70' Main 303 BITUMINOUS 4 - 43.96' 19061949

CSX & GTW RRIN PORT HURON (MILITARY A

9958 B04-77033 M-25 HS 201 = 35' Main 302 BITUMINOUS 2 - 37.73' 1948DOE CREEK3.5 MI N OF M-136


BURTCH CREEK0.4 MI S OF SANILAC COL

9960 B06-77033 M-25 HS 201 = 24' Main 505 MONO CONC 2 - 43.96' 1986MILWAUKEE CREEKIN LAKEPORT

9962 C02-77033 M-25 OTHER16' Main 119 NA 2 - 1900GALBRAITH DRAIN3.9 MI N OF INT M25&M136

9964 C04-77033 M-25 OTHER12' Main 119 NA 2 - 1900DIXIE PARK PLAT DRAIN5.7 MI N OF INT M25&M136

9965 P01-77033 LAKEPORT ST PK PED Pedestrian13 = 319' Main 303 MONO CONC 15' -15' -Appr 201 2 - 83' R

197010'' L10'' R

M-254.2 MI S OF SANILAC COL

- 35 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************St. Clair

9966 B01-77041 M-136 HS 252 = 216' Main 505 MONO CONC 2 - 43.31' 1999BLACK RIVER9.8 MI SE OF M-19

9967 C01-77041 M-136 OTHER11' Main 119 NA 2 - 1900BR MILL CREEK2.0 M E OF INT M-136&M-19

9968 B02-77051 M-29 HS 201 = 57' Main 332 EPOXY OVLY 4 - 41.99' 1973SWAN CREEK3.9 MI SE OF MACOMB COL

9969 B03-77051 M-29 HS 201 = 49' Main 505 EPOXY OVLY 2 - 38' 1986BEAVBIEN CREEK3 MI SE FAIR HAVEN


COX'S DRAININ ALGONAC


MARINE CITY DRAININ ALGONAC

9972 C01-77051 M-29 HS 1512' Main 119 NA 2 - 1900PALM ROAD DRAIN1.7 MI SE OF FAIR HAVEN

9973 C02-77051 M-29 HS 1520' Main 119 NA 2 - 1924CANAL OUTLET C3.4 MI W OF SW LTS ALGONC

9974 C03-77051 M-29 HS 1515' Main 119 NA 2 - 1900PEARL BEACH DRAIN2.9 MI W OF SW LTS ALGONC

9975 C04-77051 M-29 HS 2014' Main 119 NA 2 - 1992DANA DRAIN0.1 MI W OF SW LTS ALGONC

13264 C06-77051 M-29 HS 2012' Main 119 NA 4 - 36' 1997LESTER BAMMEL DRAINCOTTREVILLE TWP T3N,R16E

9976 B01-77052 M-29 H 203 = 94' Main 432 MONO CONC 2 - 29.86' 19381981

BELLE RIVERIN MARINE CITY

9977 B02-77052 M-29 HS 203 = 200' Main 316 OTHERC 4 - 52.17'Appr 332

1975PINE RIVERIN ST CLAIR

9978 C02-77052 M-29 OTHER10' Main 119 NA 2 - 1900CUTTLE DRAIN2.5 MI S OF INT OF BL 94

9979 C01-77071 M-154 OTHERMain 319 NA 2 - 1900CANAL2.5 MI N OF SAN SOUCI

9980 C02-77071 M-154 OTHERMain 319 NA 2 - 35.76' 1900HARSINS ISLAND DRAIN1.3 MI NW OF SANS SOUCI

9981 B01-77091 M-136 HS 253 = 165' Main 532 LATEX CONC 5 - 63.98' 2000BLACK RIVER SPILLWAYIN PORT HURON

- 36 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************St. Clair

9982 B01-77111-3 I-94 EB HS 20+Mod3 = 183' Main 506 MONO CONC 2 - 44' 2009BELLE RIVER6.6 MI NE OF MACOMB COL

9983 B01-77111-4 I-94 WB HS 203 = 183' Main 506 MONO CONC 2 - 44' 2009BELLE RIVER6.6 MI NE OF MACOMB COL

9984 B02-77111-3 I-94 EB HS 20+Mod3 = 204' Main 332 LATEX CONC 2 - 44' 19642008

PINE RIVER13.4 MI NE OF MACOMB COL

9985 B02-77111-4 I-94 WB HS 20+Mod3 = 204' Main 332 LATEX CONC 2 - 44' 19642008

PINE RIVER13.4 MI NE OF MACOMB COL

9986 B03-77111 I-94 HS 2010 = 766' Main 303 BITUMINOUS 4 - 56.76'Appr 302

1950BLACK RIVER, PARKING LOTI-94

9987 B04-77111-3 I-94 EB OTHER39 = 6111' Main 412 BITUMINOUS 3 - 43.31' 14' -20' -Appr 520 16 - 43.3' R

19976'' L8'' R

ST CLAIR RIVER, CN RRAT PORT HURON

9988 B04-77111-4 I-94 WB OTHER67 = 6179' Main 310 BITUMINOUS 3 - 34.78'18' -Appr 303 20 - 43' R

193819990'' R

ST CLAIR RIVER, CN NA RRAT PORT HURON

9989 C01-77111 I-94 HS 2010' Main 119 NA 4 - 1964MARSAC DRAIN0.6 MI NE OF COL

9990 C02-77111 I-94 HS 2010' Main 119 NA 4 - 1964MELDRUM DRAIN2.6 MI NE OF COL

9991 C03-77111 I-94 HS 2010' Main 119 NA 4 - 1964CASCO DRAINSEC 10 CASCO TWP

9993 C05-77111 I-94 HS 2028' Main 119 NA 4 - 36' 1964STOCKS CREEK DRAIN1.1 MI N OF LAPEER RD

13291 C06-77111 I-94 OTHER14' Main 119 NA 4 -HUFFMAN DRAIN0.6 MI E OF RANGE RD

13445 C07-77111 I-94 OTHER10' Main 119 NA 4 -TRIB TO MELDRUM DRAIN250 FT E OF CHURCH RD

9994 R01-77111-3 I-94 EB HS 251 = 90' Main 532 MONO CONC 2 - 44' 2003GTW RR0.6 MI W OF M-21

9995 R01-77111-4 I-94 WB HS 251 = 90' Main 505 MONO CONC 2 - 44' 2003GTW RR0.6 MI W OF M-21

9996 R02-77111 I-94 EB HS 20+Mod1 = 77' Main 532 MONO CONC 2 - 44'24' -2 - 25.5' L 25.5' R

20033'' R

CSX & GTW RRS0.4 MI W M-21 (GRISWOLD)

9997 R03-77111 I-94 WB HS 251 = 77' Main 532 MONO CONC 2 - 44'24' -2 - 65.3' R

20031'' R

CSX & GTW RRS0.4 MI W M-21 (GRISWOLD)

- 37 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************St. Clair

9998 S01-77111 MEISNER RD H 204 = 304' Main 382 LATEX CONC 2 - 23.95' 16' -16' -4 - 69.2' L 69.2' R

19642007

8'' L3'' R

I-941.6 MI NE OF MACOMB COL

9999 S02-77111 CHURCH RD H 204 = 304' Main 382 LATEX CONC 2 - 23.95' 16' -16' -4 - 67.9' L 67.9' R

19642007

5'' L4'' R


10000 S03-77111 MELDRUM RD H 154 = 304' Main 382 LATEX CONC 2 - 23.95' 16' -16' -4 - 67.9' L 67.9' R

19642007

2'' L3'' R


10001 S04-77111 ST CLAIR HWY HS 204 = 316' Main 532 MONO CONC 2 - 32' 16' -16' -4 - 68.7' L 68.7' R

19642003

4'' L6'' R


10002 S05-77111 PALMS RD HS 204 = 324' Main 532 MONO CONC 2 - 32' 16' -16' -4 - 68.6' L 60' R

19642003

3'' L4'' R


10003 S06-77111 FRED MOORE HWY H 205 = 387' Main 382 LATEX CONC 2 - 27.89' 16' -16' -6 - 65.9' L 69.9' R

19649'' L0'' R


10004 S07-77111 ALLINGTON RD H 154 = 292' Main 382 LATEX CONC 2 - 23.95' 15' -16' -4 - 62' L 62.1' R

19642008

11'' L0'' R

I-946.7 MI SW OF M-25

10005 S08-77111 RATTLE RUN RD H 154 = 221' Main 332 LATEX CONC 2 - 29.7' 16' -15' -4 - 63.2' L 49.2' R

19641'' L11'' R

I-945.1 MI SW OF M-25

10006 S09-77111 WADHAMS RD H 204 = 297' Main 382 MONO CONC 2 - 44' 16' -16' -4 - 59.5' L 49.5' R

19642008

3'' L1'' R

I-944.0 MI SW OF M-25

10007 S10-77111-3 I-94 EB HS 20+Mod2 = 176' Main 532 INTEG CONC 3 - 62' 17' -17' -6 - 49.2' L 49.2' R

20065'' L4'' R

M-25@ M-25 (GRATIOT AVE)

10008 S10-77111-4 I-94 WB HS 20+Mod2 = 186' Main 532 INTEG CONC 3 - 62' 16' -16' -6 - 49.2' L 49.2' R

20069'' L7'' R

M-25@ M-25 (GRATIOT AVE)

10009 S11-77111 SMITH CREEK RD H 204 = 215' Main 506 MONO CONC 2 - 32' 16' -17' -4 - 57' L 57' R

19652003

10'' L0'' R

I-940.8 MI NE OF M-25

10010 S12-77111 RAVENSWOOD RD H 204 = 215' Main 332 LATEX CONC 2 - 25.92' 16' -16' -4 - 68.9' L 68.9' R

19650'' L4'' R

I-942.3 MI NE OF M-25

10011 S13-77111 RANGE RD HS 254 = 299' Main 532 MONO CONC 3 - 56' 16' -16' -5 - 93' L 93' R

20037'' L8'' R

I-943.3 MI NE OF M-25

10012 S15-77111 I-69 EB HS 204 = 322' Main 382 LATEX CONC 2 - 33.79' 16' -17' -5 - 77.8' L 71.2' R

19668'' L9'' R

I-94@ I-69

10013 S16-77111 MICHIGAN RD H 204 = 220' Main 332 LATEX CONC 2 - 27.89' 16' -17' -4 - 68.2' L 68.2' R

19647'' L2'' R

I-94@ I-69

10014 S17-77111 I-69 WB HS 204 = 306' Main 382 LATEX CONC 2 - 30.51' 18' -17' -5 - 70.5' L 78.4' R

19669'' L2'' R

I-94@ I-69

- 38 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************St. Clair

10015 S18-77111-3 I-94 EB HS 20+Mod4 = 149' Main 532 LATEX CONC 2 - 40.35'14' -2 - 38.1' R

19647'' R

LAPEER RD0.2 MI NE OF I-69

10016 S18-77111-4 I-94 WB HS 20+Mod4 = 149' Main 532 LATEX CONC 2 - 40.35'14' -2 - 38.1' R

19642'' R

LAPEER RD0.2 MI NE OF I-69

10017 S20-77111 I-94 S TO M-146 S HS 20+Mod4 = 363' Main 382 LATEX CONC 1 - 21.98' 16' -17' -5 - 76.1' L 68.2' R

19641982

8'' L5'' R

I-940.7 MI W OF PORT HURON

10018 S21-77111 WATER ST HS 203 = 186' Main 332 LATEX CONC 2 - 25.92' 16' -16' -6 - 33.8' L 33.8' R

19537'' L3'' R

I-940.3 MI W OF PORT HURON

10019 S22-77111 I-94 WB HS 20+Mod3 = 270' Main 382 LATEX CONC 1 - 22.97'14' -2 - 44' R

1964198210'' R

M-25 CONNIN PORT HURON OVER M-25

10020 S23-77111 RMP D I-94E / I-69 HS 204 = 359' Main 332 LATEX CONC 1 - 25.92'15' -5 - 65.6' R

19663'' R

I-69 EBOVER I-69 EB

12762 S24-77111 I-94/I-69 (WB) HS 201 = 100' Main 502 MONO CONC 4 - 68.24'14' -2 - 71.9' R

199220008'' R

EB I-94/I-69 ON RAMPPORT HURON @ PLAZA

12763 S25-77111 I-94 & I-69 HS 201 = 121' Main 502 MONO CONC 4 - 429.13' 14' -14' -4 - 328.1' R

19938'' L9'' R

M-25 PINE GROVE AVEPORT HURON @ PLAZA

13160 S26-77111 I-94 EB HS 251 = 82' Main 532 MONO CONC 2 - 44' 20' -20' -2 - 74.1' R

20030'' L0'' R

GRISWOLD ROADPORT HURON TWP SEC 8-17

13161 S27-77111 I-94 WB HS 2582' Main 532 MONO CONC 2 - 44' 20' -20' -2 - 74.1' R

20030'' L0'' R

GRISWOLD ROADPORT HURON TWP SEC 7-18

10023 B01-77132 M-25 HS 251 = 25' Main 505 BITUMINOUS 5 - 64' 1981HOWE DRAIN1.9 MI NW OF PORT HURON

- 39 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11093 S01-82011 ECORSE RD WB H 201 = 76' Main 506 INTEG CONC 2 - 42'14' -2 - 39.7' R

20057'' R

US-12 EB4.8 MI E OF YPSILANTI

11094 X01-82011 CONRAIL Railroad4 = 269' Main 352 NONE 14' -14' -4 - 39.7' L 39.7' R

194911'' L10'' R

US-120.2 MI NE OF WAYNE COL

11095 C01-82021 I-94 EB OTHER12' Main 119 MONO CONC 3 - 1942BELLEVILLE LAKE0.5 MI W OF HAGGERTY ROAD

11096 C02-82021 I-94 WB OTHER12' Main 119 MONO CONC 3 - 1942BELLEVILLE LAKE0.5 MI W OF HAGGERTY ROAD

11097 C03-82021 I-94 OTHER13' Main 119 MONO CONC 6 - 1942BELLEVILLE LAKE0.3 MI W OF HANNAN ROAD

11098 P01-82021 QUIRK ROAD WALKOVE Pedestrian26 = 938' Main 332 MONO CONC 20' -20' -Appr 101 6 - 99.7' L 95.8' R

19771'' L0'' R

I-94NORTH OF BELLEVILLE

11099 S01-82021 BELLEVILLE RD HS 202 = 260' Main 382 MONO CONC 6 - 87.93' 16' -16' -6 - 9.8' L 96.8' R

197410'' L11'' R

I-943.0 MI E OF WASHTENAW COL

11100 S02-82021 HAGGERTY RD HS 202 = 264' Main 382 MONO CONC 6 - 87.93' 18' -17' -8 - 99.7' L 97.8' R

19743'' L4'' R

I-945.3 MI E OF WASHTENAW COL

11101 S03-82021 I-94 WB HS 201 = 102' Main 382 MONO CONC 3 - 61.35'14' -2 - 49.9' R

19722'' R

HANNAN RD3 MI E OF BELLEVILLE

11102 S06-82021 I-94 EB HS 201 = 106' Main 382 MONO CONC 3 - 61.02'15' -2 - 49.9' R

19729'' R

HANNAN RD3 MI E OF BELLEVILLE

11103 B01-82022 I-94 EB H 202 = 29' Main 119 BITUMINOUS 3 - 47.9' 1943ECORSE CREEKIN ALLEN PARK

11104 B02-82022 I-94 WB H 202 = 29' Main 119 BITUMINOUS 3 - 47.9' 1943ECORSE CREEKIN ALLEN PARK

11105 B03-82022-3 I-94 EB HS 257 = 400' Main 532 MONO CONC 3 - 60.04' 19431997

ROUGE RIVERS LTS OF DEARBORN

11106 B03-82022-4 I-94 WB HS 257 = 406' Main 532 MONO CONC 3 - 60.04' 19431997

ROUGE RIVERS LTS OF DEARBORN

11107 R01-82022 I-94 EB HS 254 = 285' Main 505 MONO CONC 4 - 75.3'23' -2 - 65.9' R

200310'' R

CSX RR & SHOOK RD4.0 MI W OF TAYLOR

11108 R02-82022 I-94 WB HS 254 = 285' Main 505 MONO CONC 4 - 75.3'23' -2 - 65.9' R

20039'' R

CSX RR & SHOOK RD4.0 MI W OF TAYLOR

12663 R10-82022 VINING ROAD HS 202 = 165' Main 505 MONO CONC 4 - 68' 1996NORFOLK & WESTERN RRCITY OF ROMULUS

- 40 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne


196220058'' R

WAYNE RD4.3 MI W OF TAYLOR


19622'' R

WAYNE RD4.3 MI W OF TAYLOR

11113 S04-82022-3 I-94 EB HS 252 = 140' Main 505 MONO CONC 6 - 115.81' 15' -15' -6 - 47.9' R

19936'' L5'' R

MERRIMAN RD1.9 MI W OF TAYLOR

11114 S04-82022-4 I-94 WB HS 252 = 140' Main 505 MONO CONC 5 - 104' 14' -14' -6 - 47.9' R

199310'' L8'' R

MERRIMAN RD1.9 MI W OF TAYLOR

11115 S05-82022 I-94 EB HS 252 = 145' Main 505 MONO CONC 5 - 104' 16' -16' -4 - 48.2' R

19933'' L1'' R

MIDDLEBELT RD1.2 MI W OF TAYLOR

11116 S06-82022 I-94 WB HS 252 = 145' Main 505 MONO CONC 6 - 115.81' 14' -14' -4 - 3.9' R

19938'' L6'' R

MIDDLEBELT RD1.2 MI W OF TAYLOR

11117 S07-82022 I-94 EB HS 251 = 93' Main 505 LATEX CONC 3 - 64.3'15' -2 - 85.9' R

20029'' R

INKSTER RDW LTS OF TAYLOR

11118 S08-82022 I-94 WB HS 251 = 125' Main 505 MONO CONC 3 - 64.7'15' -2 - 79' R

20026'' R

INKSTER RDW LTS OF TAYLOR

11119 S09-82022 I-94 EB HS 204 = 237' Main 332 LATEX CONC 4 - 56.43' 15' -15' -5 - 43.3' L 42.3' R

19621997

4'' L5'' R

ECORSE RDIN TAYLOR,OVER ECORSE RD

11120 S10-82022 I-94 WB HS 204 = 237' Main 332 LATEX CONC 4 - 56.43' 15' -15' -5 - 47.2' L 43.3' R

19624'' L2'' R

ECORSE RDIN TAYLOR,OVER ECORSE RD

11121 S11-82022 I-94 EB HS 203 = 157' Main 332 LATEX CONC 3 - 46.92'15' -2 - 50.9' R

196219771'' R

BEECH-DALY RDIN TAYLOR,OVER BEECH-DALY


196219987'' R

BEECH-DALY RDIN TAYLOR,OVER BEECH-DALY

11123 S13-82022 I-94 EB HS 251 = 246' Main 312 MONO CONC 5 - 72.18' 17' -17' -8 - 67.9' L 63' R

20049'' L7'' R

US-24 (TELEGRAPH RD)IN TAYLOR,US-24

11124 S14-82022 I-94 WB HS 251 = 246' Main 312 INTEG CONC 3 - 72.18' 18' -17' -8 - 67.9' L 63' R

20043'' L9'' R

US-24(TELEGRAPH RD)IN TAYLOR,US-24

11125 S15-82022 I-94 EB HS 253 = 125' Main 506 MONO CONC 5 - 84'16' -2 - 51.2' R

20048'' R

MONROE BLVDIN TAYLOR OVER MONROE BLV

11126 S16-82022 I-94 WB HS 253 = 125' Main 506 MONO CONC 4 - 84'16' -2 - 51.2' R

20044'' R

MONROE BLVDIN TAYLOR OVER MONROE BLV


197520045'' R

PELHAM RDW LTS OF ALLEN PARK

- 41 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne


197520047'' R

PELHAM RDW LTS OF ALLEN PARK

11129 S23-82022 I-94 EB HS 251 = 113' Main 505 MONO CONC 3 - 62.99'14' -6 - 105' L 105' R

19984'' R

OUTER DRIN ALLEN PARK

11130 S24-82022 I-94 WB HS 251 = 112' Main 505 MONO CONC 3 - 62.34'15' -6 - 105' L 105' R

19963'' R

OUTER DRIN ALLEN PARK

11131 S25-82022 I-94 EB HS 251 = 99' Main 505 MONO CONC 4 - 72.51'14' -5 - 93' R

19967'' R

OAKWOOD BLVDIN ALLEN PARK

11132 S26-82022 I-94 WB HS 251 = 101' Main 505 MONO CONC 4 - 74.8'14' -5 - 96' L 54.8' R

19963'' R

OAKWOOD BLVDIN ALLEN PARK


19718'' L4'' R

GREENFIELD RDIN DEARBORN


197111'' R

ENT TO FORD PLANTIN DEARBORN

11135 S29-82022 SCHAEFER HWY HS 202 = 337' Main 382 LATEX CONC 6 - 59.71' 15' -16' -6 - 59.7' L 59.7' R

197810'' L0'' R

I-94IN DEARBORN

11136 S30-82022 ROTUNDA DRIVE HS 204 = 283' Main 332 LATEX CONC 6 - 63.98' 14' -15' -8 - 63' L 63.3' R

19637'' L2'' R

I-94IN DEARBORN

11137 S31-82022 MILLER RD HS 204 = 253' Main 332 LATEX CONC 6 - 59.71' 15' -16' -8 - 52.8' L 53.8' R

19702004

9'' L8'' R

I-94IN DEARBORN

11138 S32-82022 RAMP FROM US-12EB HS 205 = 262' Main 302 LATEX CONC 3 - 43.96' 15' -14' -6 - 52.5' L 52.2' R

19483'' L10'' R

I-94IN DEARBORN

11139 S33-82022 US-12 (MICHIGAN AV HS 201 = 50' Main 332 LATEX CONC 9 - 89.9' 14' -14' -2 - 44' L 43' R

19441968

7'' L9'' R

I-94 RAMPIN DEARBORN

11140 S34-82022 US-12 (MICHIGAN AV HS 202 = 224' Main 352 MONO CONC 9 - 90' 14' -14' -6 - 50.5' L 52.5' R

19481996

9'' L9'' R

I-94IN DEARBORN

11141 S35-82022 RAMP TO US-12 HS 202 = 116' Main 302 LATEX CONC 2 - 43.96' 14' -14' -6 - 51.8' L 50.2' R

19488'' L7'' R

I-94IN DEARBORN

11142 S36-82022 M-153, WYOMING AVE HS 204 = 187' Main 302 MONO CONC 6 - 59.71' 14' -14' -6 - 51.2' L 50.2' R

19495'' L6'' R

I-94W LTS OF DETROIT

11143 S37-82022 OZGA RD HS 204 = 430' Main 482 MONO CONC 2 - 45.93' 15' -16' -9 - 59.7' L 86.9' R

19728'' L3'' R

I-944 MI E OF BELLEVILLE

11144 S39-82022 I-94 EB RAMP HS 202 = 178' Main 332 MONO CONC 2 - 37.73' 14' -14' -4 - 28.5' L 36.4' R

19719'' L4'' R

GREENFIELD RDIN DEARBORN

- 42 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11145 S40-82022 I-94 EB RAMP HS 251 = 124' Main 382 LATEX CONC 2 - 45.28'14' -5 - 97.8' L 97.8' R

19819'' R

PELHAM RDIN TAYLOR & ALLEN PARK

11146 S42-82022 I-94 EB RMP HS 253 = 279' Main 532 LATEX CONC 2 - 43.96'14' -1 - 60.4' L 29.2' R

198411'' R

PELHAM RMPE OF PELHAM S OF I-94

11147 S43-82022 M-39 SB RAMP L HS 2516 = 1330' Main 532 LATEX CONC 2 - 43.96' 15' -17' -Appr 101 11 - 60.4' L 60.4' R

19856'' L6'' R

I-94IN ALLEN PARK

11148 S43-82022-6 M-39 SB RAMP K HS 2515 = 1567' Main 606 LATEX CONC 2 - 31.82' 15' -17' -Appr 532 11 - 60.4' L 60.4' R

19842'' L0'' R

I-94IN ALLEN PARK

11149 S46-82022 I-94 EB RMP HS 2511 = 485' Main 532 LATEX CONC 2 - 43.96' 14' -15' -Appr 101 8 - 55.1' L 53.8' R

19847'' L5'' R

M-39IN ALLEN PARK

11150 S48-82022 I-94 EB HS 2519 = 899' Main 532 LATEX CONC 2 - 62.01' 18' -19' -Appr 101 9 - 31.5' L 41.3' R

198410'' L11'' R

M-39IN ALLEN PARK

11151 S49-82022 I-94 WB HS 2521 = 845' Main 532 LATEX CONC 2 - 48.23' 20' -19' -Appr 101 9 - 60.4' L 60.4' R

19840'' L11'' R

M-39IN ALLEN PARK

11152 S50-82022 I-94 WB RAMP F HS 2525 = 927' Main 532 LATEX CONC 1 - 31.82' 15' -19' -Appr 101 6 - 60.4' L 60.4' R

19858'' L0'' R

M-39RAMP TO SB M-39

13355 S50-82022-5 I-94 WB RAMP HS 2573' Main 532 LATEX CONC 2 - 44'14' -1 - 42' R

19856'' R

I-94EB RMP B TO M-39 NBRAMP TO NB M39

11153 S50-82022-6 I-94 WB RAMP H HS 254 = 275' Main 532 LATEX CONC 1 - 35.76' 19' -19' -6 - 60.4' L 60.4' R

198510'' L0'' R

M-39RAMP TO PELHAM RD

11154 S51-82022 VAN BORN RD HS 257 = 325' Main 532 LATEX CONC 3 - 62.01' 14' -17' -Appr 101 7 - 35.8' L 52.5' R

19858'' L0'' R

M-39AT I-94 & M-39 INTRCHG

11155 S52-82022 RAMP H TO SB MERRI HS 251 = 98' Main 532 MONO CONC 1 - 29.86'14' -2 - 31.8' R

199310'' R

N BD MERRIMAN ROADI-94 AT MERRIMAN

11156 S55-82022 RAMP J TO M-39 HS 252 = 166' Main 532 LATEX CONC 2 - 35.76' 15' -15' -3 - 60.4' L 25.9' R

19850'' L9'' R

I-94 EB RAMPS B & GAT VAN BORN IN ALLEN PARK

12664 S56-82022 VINING RD HS 204 = 550' Main 382 MONO CONC 4 - 67.91' 14' -17' -6 - 53.8' L 57.7' R

199610'' L6'' R

I-94 INTERCHANGECITY OF ROMULUS


19458'' L7'' R

I-94IN DEARBORN


19447'' L6'' R

I-94IN DEARBORN

11159 X05-82022 CONRAIL(ABN DT RR) Railroad4 = 263' Main 303 NA 14' -14' -6 - 51.2' L 50.2' R

19438'' L5'' R

I-94IN DEARBORN

- 43 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11160 X06-82022 CONRAIL(ABN C&O RR Railroad4 = 233' Main 303 NA 18' -18' -6 - 51.5' L 51.5' R

19431'' L6'' R

I-94IN DEARBORN

11161 X07-82022 CSX RR Railroad4 = 256' Main 352 NA 17' -18' -6 - 51.5' L 51.5' R

19445'' L2'' R

I-94IN DEARBORN

11162 X09-82022 NS RR Railroad15 = 534' Main 482 NA 14' -15' -Appr 101 11 - 32.5' L 50.5' R

19847'' L11'' R

M-39 & I-94 RAMPSS OF I-94 EB

11163 X99-82022 GTW RR Railroad2 = 97' Main 352 NA 14' -14' -6 - 40.4' L 40.4' R

19431958

6'' L6'' R

I94 ACCESS RD-GATE 10GATE 10 S OF I-94

11164 P01-82023 TRENTON AVE WALKOV Pedestrian3 = 187' Main 303 MONO CONC 13' -14' -6 - 51.5' R

19519'' L4'' R

I-94IN DETROIT

11165 P02-82023 LUMLEY AVE WALKOVE Pedestrian3 = 180' Main 303 MONO CONC 16' -16' -6 - 55.4' R

19521998

3'' L6'' R

I-94IN DETROIT

11166 P03-82023 TARNOW AVE WALKOVE Pedestrian4 = 168' Main 303 MONO CONC 15' -14' -6 - 51.5' L 51.5' R

19520'' L1'' R

I-94IN DETROIT

11167 P04-82023 ROOSEVELT AVE WALK Pedestrian4 = 192' Main 505 MONO CONC 14' -14' -8 - 67.3' L 66.3' R

19521995

5'' L8'' R

I-94IN DETROIT

11168 P05-82023 BROOKLYN AV WALKOV Pedestrian5 = 347' Main 303 MONO CONC 17' -14' -12 - 99.7' L 91.9' R

19552'' L8'' R

I-94IN DETROIT

11169 S01-82023 WEIR RD HS 204 = 211' Main 302 MONO CONC 2 - 30.84' 14' -14' -6 - 31.2' L 58.1' R

19501994

4'' L3'' R

I-94IN DETROIT

11170 S02-82023 ADDISON RD HS 202 = 124' Main 302 MONO CONC 4 - 43.96' 14' -14' -6 - 56.4' L 57.1' R

19491996

7'' L3'' R

I-94IN DETROIT

11171 S03-82023 LONYO AVE HS 204 = 178' Main 332 MONO CONC 4 - 45.9' 14' -14' -6 - 51.2' L 50.9' R

19492006

8'' L6'' R

I-94IN DETROIT

11172 S04-82023 CENTRAL AVE HS 204 = 184' Main 302 BITUMINOUS 4 - 43.96' 14' -14' -6 - 51.8' L 48.2' R

195011'' L3'' R

I-94IN DETROIT

11173 S05-82023 CECIL AVE HS 204 = 175' Main 332 MONO CONC 4 - 43.96' 14' -14' -6 - 51.2' L 50.9' R

19501996

4'' L1'' R

I-94IN DETROIT

11174 S06-82023 MARTIN AVE HS 204 = 175' Main 302 BITUMINOUS 2 - 43.96' 14' -14' -6 - 51.2' L 52.5' R

19493'' L0'' R

I-94IN DETROIT

11175 S07-82023 LIVERNOIS AVE HS 204 = 209' Main 532 MONO CONC 6 - 89.9' 14' -14' -8 - 68.6' L 68.6' R

19501997

6'' L9'' R

I-94IN DETROIT

11177 S09-82023 JUNCTION ST HS 204 = 171' Main 332 MONO CONC 4 - 43.96' 15' -14' -6 - 51.2' L 51.2' R

19501996

6'' L3'' R

I-94IN DETROIT

- 44 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11178 S10-82023 30TH ST HS 204 = 178' Main 302 MONO CONC 4 - 43.96' 14' -14' -6 - 51.2' L 51.2' R

19511996

7'' L0'' R

I-94IN DETROIT

11179 S11-82023 WARREN AVE HS 205 = 289' Main 332 MONO CONC 4 - 76' 13' -13' -6 - 51.2' L 52.2' R

19531997

10'' L9'' R

I-94IN DETROIT

11180 S12-82023 SCOTTEN AVE HS 206 = 265' Main 532 MONO CONC 4 - 43.31' 14' -14' -8 - 51.2' L 53.8' R

19531997

5'' L3'' R

I-94IN DETROIT

11181 S13-82023 SB W GRAND BLVD HS 205 = 243' Main 352 LATEX CONC 4 - 43.96' 14' -14' -6 - 51.2' L 51.5' R

19536'' L0'' R

I-94IN DETROIT

12733 S13-82023-7 W GRAND BLVD U-TRN HS 201 = 64' Main 352 LATEX CONC 2 - 51.84' 1953OPEN AREAIN DETROIT

11182 S13-82023-8 I-94 TO W GR BLV R HS 202 = 125' Main 332 LATEX CONC 2 - 26.9' 1953OPEN AREAIN DETROIT

11183 S14-82023 NB W GRAND BLVD HS 205 = 233' Main 352 LATEX CONC 4 - 43.96' 14' -14' -6 - 51.2' L 51.5' R

19535'' L0'' R

I-94IN DETROIT


19681996

3'' L6'' R

I-94IN DETROIT


19541996

5'' L2'' R

I-94IN DETROIT

11186 S18-82023 LINWOOD AVE HS 204 = 174' Main 332 MONO CONC 4 - 43.96' 14' -14' -6 - 51.2' L 62' R

19531997

4'' L1'' R

I-94IN DETROIT


19531997

2'' L0'' R

I-94IN DETROIT

11188 S20-82023 12TH ST HS 202 = 120' Main 432 BITUMINOUS 4 - 43.96' 14' -14' -7 - 51.2' L 60.7' R

19531999

10'' L5'' R

I-94IN DETROIT

11189 S21-82023 TRUMBULL AVE HS 204 = 210' Main 332 LATEX CONC 4 - 53.81' 15' -13' -6 - 60.4' L 61.4' R

19549'' L11'' R

I-94IN DETROIT


195319958'' R

I-94 RAMPIN DETROIT


195519950'' R

I-94 RAMP TO M-10IN DETROIT OVER RAMP D-A

11192 S24-82023 M-10 SB HS 206 = 297' Main 332 LATEX CONC 3 - 50.85' 14' -14' -6 - 51.2' L 51.2' R

19532004

5'' L7'' R

I-94IN DETROIT

11193 S25-82023 I-94EB RMP TO M-10 HS 2011 = 1134' Main 352 LATEX CONC 2 - 39.37'14' -13 - 51.5' L 51.5' R

19532'' R

I-94 WB & M-10 SBIN DETROIT RAMP B-G

- 45 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11194 S26-82023 I-94WB RMP TO M-10 HS 2011 = 1158' Main 352 INTEG CONC 2 - 38.71'14' -10 - 51.5' L 51.5' R

195319967'' R

I-94 EB & M-10 NBIN DETROIT RAMP F-C

11195 S27-82023 M-10 NB HS 206 = 297' Main 332 LATEX CONC 3 - 50.85' 14' -14' -6 - 51.2' L 51.2' R

19532004

8'' L5'' R

I-94IN DETROIT


19550'' R

I-94 RAMP FROM M-10IN DETROIT,OVER RAMP HE,S

11197 S29-82023 M-10 NB HS 203 = 224' Main 352 LATEX CONC 3 - 50.85'23' -2 - 39.7' R

195320048'' R

I-94 RAMP FROM M-10IN DETROIT,OVER RAMP HE

11198 S30-82023 THIRD ST HS 204 = 421' Main 352 BITUMINOUS 4 - 45.93' 14' -20' -10 - 99.7' L 93.8' R

19551996

5'' L0'' R

I-94IN DETROIT


19481'' L0'' R

I-94IN DETROIT


19552'' L1'' R

I-94IN DETROIT (E. BRIDGE)

11201 X02-82023-8 GTW & CONRAIL Railroad2 = 174' Main 352 NA 14' -14' -6 - 50.2' L 50.2' R

19551'' L2'' R

I-94IN DETROIT (W BRIDGE)

11203 P04-82024 HELEN AVE WALKOVER Pedestrian4 = 171' Main 303 MONO CONC 14' -16' -6 - 51.5' L 51.5' R

19573'' L3'' R

I-94IN DETROIT

11204 P05-82024 PED X-OVER@TOWNS Pedestrian4 = 194' Main 303 MONO CONC 14' -14' -6 - 67.6' L 67.9' R

19575'' L3'' R

I-94IN DETROIT

11205 P06-82024 SEMINOLE AVE WALK Pedestrian4 = 218' Main 303 NONE 16' -16' -8 - 73.5' L 71.2' R

19573'' L0'' R

I-94IN DETROIT

11206 P07-82024 ROHNS AVE WALKOVER Pedestrian4 = 159' Main 303 MONO CONC 14' -14' -6 - 51.5' L 51.5' R

19571996

4'' L3'' R

I-94IN DETROIT

11207 R01-82024 I-94 HS 20+Mod36 = 2317' Main 204 LATEX CONC 8 - 118.77'14' -Appr 332 6 - 99.7' R

20004'' R

GTW,NS,CR RR & RUSSELIN DETROIT

11208 S01-82024 SECOND BLVD HS 204 = 214' Main 332 BITUMINOUS 4 - 59.71' 14' -15' -6 - 58.4' L 61.7' R

19546'' L8'' R

I-94IN DETROIT

11209 S02-82024 CASS AVE HS 204 = 190' Main 332 BITUMINOUS 4 - 50' 15' -16' -6 - 48.9' L 48.9' R

19559'' L7'' R

I-94IN DETROIT

11210 S03-82024 M-1 WOODWARD AVE HS 204 = 237' Main 506 MONO CONC 6 - 92.5' 14' -14' -10 - 51.2' L 51.2' R

19551999

5'' L10'' R

I-94IN DETROIT

11211 S04-82024 JOHN R ST HS 204 = 172' Main 332 MONO CONC 4 - 43.96' 14' -14' -6 - 52.2' L 54.5' R

19551995

2'' L3'' R

I-94IN DETROIT

- 46 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11212 S05-82024 BRUSH ST HS 204 = 171' Main 332 BITUMINOUS 4 - 43.96' 14' -14' -6 - 50.9' L 50.9' R

19554'' L5'' R

I-94IN DETROIT

11213 S06-82024 BEAUBIEN ST HS 204 = 174' Main 332 BITUMINOUS 4 - 43.96' 15' -15' -6 - 51.5' L 51.5' R

19554'' L5'' R

I-94IN DETROIT

11214 S08-82024 CHENE ST HS 204 = 170' Main 332 BITUMINOUS 4 - 46' 14' -14' -6 - 51.5' L 51.5' R

19561'' L2'' R

I-94IN DETROIT

11215 S09-82024-3 WB E GRAND BLVD HS 202 = 186' Main 382 LATEX CONC 3 - 40.03' 15' -14' -8 - 87.6' L 87.6' R

19831'' L9'' R

I-94IN DETROIT

11216 S09-82024-4 EB E GRAND BLVD HS 202 = 186' Main 382 LATEX CONC 3 - 40.03' 15' -14' -8 - 87.6' L 87.6' R

19831'' L9'' R

I-94IN DETROIT

11217 S10-82024 MT ELLIOT ST HS 204 = 169' Main 332 OTHERC 4 - 46' 15' -14' -6 - 51.2' L 51.2' R

19551'' L2'' R

I-94IN DETROIT

11218 S11-82024 CONCORD AVE HS 204 = 168' Main 332 BITUMINOUS 4 - 43.96' 14' -16' -6 - 51.5' L 51.5' R

195810'' L9'' R

I-94IN DETROIT

11219 S12-82024 FRONTENAC AVE HS 204 = 168' Main 332 MONO CONC 4 - 43.96' 13' -14' -6 - 51.5' L 51.5' R

195510'' L8'' R

I-94IN DETROIT

11220 S13-82024 M-53(VANDYKE ST) HS 204 = 167' Main 332 BITUMINOUS 6 - 80' 14' -14' -6 - 50.9' L 51.5' R

195710'' L0'' R

I-94IN DETROIT

11221 S14-82024 BURNS AVE HS 204 = 167' Main 332 BITUMINOUS 4 - 43.96' 14' -14' -6 - 51.5' L 51.5' R

19556'' L6'' R

I-94IN DETROIT

11222 S15-82024 MCCLELLAN AVE HS 204 = 224' Main 332 BITUMINOUS 4 - 43.96' 14' -15' -6 - 51.8' L 51.8' R

19574'' L6'' R

I-94IN DETROIT

11223 S16-82024 HARPER AVE HS 202 = 171' Main 432 BITUMINOUS 2 - 29.86' 17' -15' -6 - 51.8' L 51.8' R

19583'' L1'' R

I-94IN DETROIT

11224 S17-82024 CHENE RMP TO I-94 HS 253 = 183' Main 382 LATEX CONC 2 - 45.93'16' -3 - 60.4' L 60.4' R

19831'' R

E BD E GRND BLVDCITY OF DETROIT

11225 S18-82024 LUCKY PLACE HS 252 = 174' Main 482 LATEX CONC 2 - 45.93' 14' -14' -7 - 60.4' L 60.4' R

198310'' L3'' R

I-94IN DETROIT

11226 S19-82024 SAGINAW ST U-TRN HS 252 = 161' Main 432 LATEX CONC 2 - 45.93' 16' -14' -7 - 60.4' L 60.4' R

19838'' L11'' R

I-94IN DETROIT


195811'' L0'' R

I-94IN DETROIT

11229 P02-82025 SPRINGFIELD AVE WA Pedestrian4 = 197' Main 303 MONO CONC 17' -16' -7 - 51.8' L 74.5' R

19582'' L5'' R

I-94IN DETROIT

- 47 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11230 P03-82025 MALCOLM AVE WALKOV Pedestrian4 = 217' Main 303 MONO CONC 15' -16' -8 - 64' L 51.8' R

19582000

7'' L10'' R

I-94IN DETROIT

11231 P04-82025 COPLIN AVE WALKOVE Pedestrian4 = 176' Main 303 MONO CONC 15' -16' -7 - 51.5' L 68.9' R

19582000

10'' L0'' R

I-94IN DETROIT

11232 P05-82025 NEWPORT AVE WALKOV Pedestrian4 = 188' Main 303 MONO CONC 15' -15' -7 - 72.5' L 51.5' R

19592001

9'' L6'' R

I-94IN DETROIT

11233 P06-82025 PHILIP AVE WALKOVE Pedestrian4 = 166' Main 303 NONE 15' -15' -6 - 35.8' L 35.8' R

19592000

5'' L6'' R

I-94IN DETROIT

11234 P07-82025 LAKEPOINTE AV WALK Pedestrian4 = 177' Main 303 MONO CONC 15' -15' -6 - 56.4' L 57.1' R

19592000

6'' L9'' R

I-94IN DETROIT

11235 P08-82025 CHATSWORTH RD WALK Pedestrian4 = 166' Main 303 MONO CONC 16' -15' -6 - 51.5' L 55.8' R

19592000

6'' L6'' R

I-94IN DETROIT

11236 P09-82025 BEDFORD RD WALKOVE Pedestrian4 = 164' Main 303 NONE 15' -15' -6 - 51.5' L 51.5' R

19592001

2'' L3'' R

I-94IN DETROIT

11239 P12-82025 BISHOP AVE WALKOVE Pedestrian4 = 174' Main 303 NONE 15' -15' -6 - 51.5' L 66.6' R

19592000

0'' L1'' R

I-94IN DETROIT

11240 P13-82025 KENOSHA AVE WALKOV Pedestrian2 = 173' Main 303 MONO CONC 15' -15' -6 - 82.7' L 82.7' R

19592000

3'' L3'' R

I-94IN HARPER WOODS

11241 P14-82025 WOODLAND AV WALKOV Pedestrian3 = 174' Main 303 MONO CONC 16' -18' -7 - 52.2' L 53.5' R

19592000

1'' L1'' R

I-94IN HARPER WOODS

11242 P15-82025 WOODMONT WALKOVER Pedestrian2 = 148' Main 303 MONO CONC 15' -15' -6 - 53.5' L 53.5' R

19592001

7'' L6'' R

I-94IN HARPER WOODS

11243 P16-82025 KENMORE AVE WALKOV Pedestrian2 = 135' Main 303 NONE 15' -15' -6 - 53.5' L 53.5' R

19592000

5'' L4'' R

I-94IN HARPER WOODS

11244 P17-82025 BEAUFAIT AV WALKOV Pedestrian2 = 162' Main 303 MONO CONC 15' -15' -8 - 57.1' L 57.1' R

19594'' L8'' R

I-94IN HARPER WOODS

11245 S01-82025 M-3 (GRATIOT) HS 204 = 284' Main 352 LATEX CONC 8 - 90' 13' -14' -8 - 68.2' L 68.2' R

195810'' L1'' R

I-94IN DETROIT

11246 S02-82025 CADILLAC AVE HS 204 = 185' Main 332 BITUMINOUS 4 - 43.96' 14' -14' -6 - 51.2' L 51.2' R

19574'' L2'' R

I-94IN DETROIT

11247 S03-82025 FRENCH ROAD HS 204 = 171' Main 332 BITUMINOUS 4 - 43.96' 15' -14' -6 - 51.2' L 51.2' R

19572'' L2'' R

I-94IN DETROIT

11248 S04-82025 SB CONNER AVE HS 204 = 220' Main 332 MONO CONC 4 - 47.57' 15' -15' -8 - 51.2' L 51.2' R

19581996

0'' L0'' R

I-94IN DETROIT

- 48 -

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

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11249 S05-82025 NB CONNER AVE HS 204 = 171' Main 332 BITUMINOUS 4 - 43.96' 14' -14' -6 - 51.2' L 51.2' R

19582000

2'' L9'' R

I-94IN DETROIT

11250 S06-82025 BARRETT AVE HS 254 = 171' Main 332 BITUMINOUS 2 - 41.99' 14' -15' -6 - 51.2' L 51.2' R

19581999

7'' L2'' R

I-94IN DETROIT

11251 S07-82025 DICKERSON AVE HS 204 = 164' Main 332 BITUMINOUS 4 - 49.87' 14' -14' -6 - 51.2' L 51.2' R

19582001

3'' L1'' R

I-94IN DETROIT

11252 S08-82025 CHALMERS AVE HS 204 = 165' Main 332 BITUMINOUS 4 - 43.96' 14' -14' -6 - 51.2' L 51.2' R

19582000

6'' L3'' R

I-94IN DETROIT

11253 S09-82025-1 OUTER DRIVE NB HS 204 = 166' Main 332 BITUMINOUS 4 - 47.9' 14' -14' -6 - 51.2' L 51.2' R

19592001

7'' L8'' R

I-94IN DETROIT

11254 S09-82025-2 OUTER DRIVE SB HS 204 = 166' Main 332 BITUMINOUS 4 - 47.9' 14' -14' -6 - 51.2' L 51.2' R

19592001

2'' L5'' R

I-94IN DETROIT

11255 S10-82025 NOTTINGHAM RD HS 204 = 165' Main 332 BITUMINOUS 2 - 43.96' 14' -14' -6 - 51.2' L 51.2' R

19582000

3'' L9'' R

I-94IN DETROIT

11256 S11-82025 HARPER AVE HS 204 = 258' Main 382 BITUMINOUS 4 - 47.9' 15' -14' -6 - 51.2' L 51.2' R

19591997

1'' L6'' R

I-94IN DETROIT

11257 S12-82025 WHITTIER RD HS 204 = 169' Main 332 BITUMINOUS 4 - 43.96' 14' -14' -6 - 51.2' L 51.2' R

19592000

2'' L2'' R

I-94IN DETROIT

11258 S13-82025 CADIEUX AVE HS 204 = 169' Main 332 BITUMINOUS 4 - 49.87' 14' -15' -6 - 51.2' L 51.2' R

19592000

4'' L5'' R

I-94IN DETROIT

11259 S14-82025 MORANG AVE HS 204 = 165' Main 332 BITUMINOUS 4 - 43.96' 14' -14' -6 - 51.2' L 51.2' R

19592000

7'' L3'' R

I-94IN DETROIT

11260 S15-82025 HARPER AVE HS 204 = 232' Main 332 MONO CONC 2 - 29.86' 15' -14' -6 - 51.2' L 51.2' R

19592001

3'' L4'' R

I-94IN DETROIT

11261 S16-82025-1 MOROSS RD NB HS 252 = 164' Main 505 MONO CONC 4 - 59' 14' -14' -6 - 51.2' L 51.2' R

20038'' L8'' R

I-94IN DETROIT

11262 S16-82025-2 MOROSS RD SB HS 252 = 164' Main 332 BITUMINOUS 4 - 59' 14' -14' -6 - 51.2' L 51.2' R

19597'' L5'' R

I-94IN DETROIT

11263 S17-82025 WOODSIDE AVE HS 20+Mod4 = 157' Main 432 BITUMINOUS 2 - 47.9' 14' -14' -6 - 51.2' L 51.2' R

19592000

3'' L1'' R

I-94IN HARPER WOODS

11264 S18-82025 ALLARD AVE HS 20+Mod4 = 161' Main 505 BITUMINOUS 2 - 43.96' 14' -14' -6 - 51.2' L 51.2' R

19592001

5'' L6'' R

I-94IN HARPER WOODS

11265 S19-82025 LOCHMORE AVE HS 20+Mod2 = 106' Main 432 BITUMINOUS 2 - 47.9' 14' -14' -6 - 51.2' L 51.2' R

19592001

3'' L5'' R

I-94IN HARPER WOODS

- 49 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11266 S20-82025-3 M-102 EB HS 20+Mod4 = 169' Main 505 INTEG CONC 5 - 72.83' 14' -14' -6 - 51.2' L 51.2' R

19592000

7'' L6'' R

I-94IN HARPER WOODS

11267 S20-82025-4 M-102 WB HS 20+Mod4 = 174' Main 505 INTEG CONC 4 - 47.9' 14' -14' -6 - 51.2' L 51.2' R

19592002

8'' L9'' R

I-94IN HARPER WOODS

11268 S21-82025 HARPER AVE. HS 204 = 222' Main 432 MONO CONC 2 - 35.43' 15' -14' -6 - 51.2' L 51.8' R

19601996

1'' L5'' R

I-94IN HARPER WOODS

11269 S22-82025 8 MI RD HS 204 = 193' Main 432 LATEX CONC 2 - 47.9' 16' -14' -6 - 51.2' L 51.2' R

19630'' L6'' R

I-94AT MACOMB CO LINE

11270 X01-82025 CR RR Railroad2 = 127' Main 352 NA 15' -14' -6 - 56.8' L 52.8' R

19597'' L6'' R

I-94IN DETROIT

11271 X01-82025-5 CR RR SPUR BR(ABN) Railroad2 = 125' Main 352 NA 15' -14' -6 - 56.8' L 52.8' R

19597'' L7'' R

I-94IN DETROIT

11272 S02-82041 ECORSE RD HS 254 = 150' Main 506 MONO CONC 4 - 56.6' 15' -15' -8 - 56' L 56' R

20040'' L4'' R

US-24IN TAYLOR

11273 B01-82051 US-24 H 151 = 20' Main 119 BITUMINOUS 4 - 64' 2005SILVER CREEK1.3 MI NE OF MONROE COL

11274 C01-82051 US-24 OTHER17' Main 119 BITUMINOUS 2 - 1900SMITH CREEK1.7 MI NE OF FLATROCK


19264'' L3'' R

US-24IN FLAT ROCK

11276 B01-82052 US-24 HS 251 = 28' Main 532 LATEX CONC 4 - 79.07' 1986BLAKLEY DRAININ TAYLOR

11277 B02-82052-1 US-24 NB HS 20+Mod1 = 28' Main 532 LATEX CONC 4 - 62.01' 19862001

SEXTON KILFOIL DRAININ TAYLOR

11278 B02-82052-2 US-24 SB HS 201 = 35' Main 332 MONO CONC 3 - 47.57' 19642001

SEXTON KILFOIL DRAININ TAYLOR

11279 B03-82052-1 US-24 NB HS 251 = 33' Main 532 EPOXY OVLY 4 - 53.81' 1987ECORSE CREEKIN DEARBORN HTS

11280 B03-82052-2 US-24 SB HS 201 = 31' Main 104 LATEX CONC 3 - 53.81' 19581990

ECORSE CREEKIN DEARBORN HTS

11281 B04-82052 US-24 SB HS 251 = 25' Main 505 MONO CONC 4 - 50.85' 19642001

FRANK & POET DRAININ TAYLOR

11282 C01-82052 US-24 NB OTHER12' Main 119 BITUMINOUS 4 - 1900FRANK & POET DRAIN4.3 MI SW OF ALLEN PARK

- 50 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11283 C02-82052 US-24 OTHER17' Main 119 BITUMINOUS 4 - 1900BROWNSTONE CREEK4.6 MI NE OF FLATROCK

11284 R01-82052 US-24 H 203 = 165' Main 332 INTEG CONC 4 - 57.74' 19351983

CONRAIL4.5 MI N OF FLAT ROCK

11285 X02-82052 NS RR Railroad4 = 170' Main 303 NONE 14' -14' -8 - 56' L 56' R

19361967

8'' L11'' R

US-24IN TAYLOR


19372'' L10'' R

US-24IN DEARBORN

11287 B01-82053 US-24 HS 251 = 61' Main 506 MONO CONC 8 - 107' 19372006

ROUGE RIVERIN DEARBORN

11288 B02-82053-1 US-24 NB HS 252 = 124' Main 506 MONO CONC 4 - 56' 19592006

MIDDLE ROUGE RIN DEARBORN HTS

11289 B02-82053-2 US-24 SB HS 252 = 124' Main 506 MONO CONC 4 - 56' 19592006

MIDDLE ROUGE RIN DEARBORN HTS

11290 B03-82053-1 US-24 NB HS 252 = 124' Main 505 MONO CONC 4 - 63.98' 19601972

ROUGE RIVER2.1 MI S OF M-5

11291 B03-82053-2 US-24 SB HS 252 = 124' Main 505 MONO CONC 4 - 63.98' 19601972

ROUGE RIVER2.1 MI S OF M-5

11292 B04-82053 US-24 TELEGRAPH RD HS 201 = 83' Main 382 LATEX CONC 10 - 141.73' 1967ROUGE RIVER0.1 MI S OF M-102

11294 P01-82053 FRISBEE ST WALKOVE Pedestrian15 = 473' Main 332 MONO CONC 16' -15' -Appr 201 6 - 98.8' L 91.9' R

19711'' L5'' R

US-240.7 MI N OF M-5

11295 S01-82053 US-24 SB HS 20+Mod3 = 137' Main 505 MONO CONC 3 - 56.6'15' -2 - 50.9' R

195920060'' R

HINES DRIVEIN DEARBORN HTS

11296 S02-82053 US-24 NB HS 20+Mod3 = 137' Main 505 MONO CONC 4 - 56.4'14' -2 - 50.9' R

1959200610'' R

HINES DRIVEIN DEARBORN HTS

11297 X01-82053-1 CSX RR Railroad1 = 80' Main 303 NONE14' -4 - 70.9' R

19616'' R

US-24 NB0.5 MI N OF M-14

11298 X01-82053-2 CSX RR Railroad3 = 95' Main 303 NONE14' -4 - 63' R

1936196110'' R

US-24 SB0.5 MI N OF M-14

11299 B01-82061 US-12 EB H 151 = 32' Main 119 BITUMINOUS 2 - 51.84' 2003APPLE RUN DRAIN2.3 MI E OF WASHTENAW COL

11300 B02-82061 US-12 WB H 151 = 41' Main 119 BITUMINOUS 2 - 2003APPLE RUN DRAIN2.5 MI E OF WASHTENAW COL

- 51 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

13489 C01-82061 US-12 WB HS 2019' Main 119 BITUMINOUS 2 - 2003SINES DRAIN2.45 MI E WASH CO LINE

11308 X01-82061 CSX RR Railroad3 = 170' Main 303 NONE 14' -14' -8 - 49.2' L 49.2' R

19311966

11'' L8'' R

US-12IN WAYNE

11309 B01-82062 US-12 WB HS 203 = 352' Main 506 MONO CONC 4 - 68' 2009ROUGE RIVERIN DEARBORN

11310 B02-82062 US-12 EB HS 203 = 352' Main 506 MONO CONC 4 - 68' 2009ROUGE RIVERIN DEARBORN

11311 S01-82062-3 US-12 EB H 202 = 95' Main 332 EPOXY OVLY 4 - 54.2' 16' -16' -4 - 43.3' L 43.3' R

19371983

11'' L7'' R

US-24IN DEARBORN OVER US-24

11312 S01-82062-4 US-12 WB H 202 = 95' Main 332 EPOXY OVLY 4 - 54.2' 15' -14' -4 - 43.3' L 43.3' R

19371983

4'' L11'' R

US-24IN DEARBORN OVER US-24

11313 S02-82062-3 US-12 EB HS 204 = 244' Main 332 BITUMINOUS 5 - 64.96' 15' -15' -10 - 85' L 85' R

19707'' L5'' R

M-39IN DEARBORN OVER M-39

11314 S02-82062-4 US-12 WB HS 204 = 244' Main 332 BITUMINOUS 4 - 65.62' 15' -14' -10 - 85' L 85' R

19700'' L9'' R

M-39IN DEARBORN OVER M-39

11315 S03-82062 GREENFIELD RD HS 254 = 171' Main 506 MONO CONC 9 - 124.6' 14' -14' -6 - 47.5' L 47.5' R

19612007

6'' L3'' R

US-12IN DEARBORN

11316 S04-82062 SCOTTEN AVE H 202 = 144' Main 325 MONO CONC 4 - 41.99' 14' -14' -8 - 60.7' L 60.4' R

19411999

0'' L0'' R

US-12IN DETROIT

11317 X01-82062-5 CSX RR Railroad4 = 132' Main 303 NONE 14' -14' -8 - 45.6' L 45.6' R

19277'' L6'' R

US-12IN DEARBORN 12600 W MICH

11318 X01-82062-6 GTW RR Railroad4 = 139' Main 303 NA 14' -14' -8 - 45.6' L 45.6' R

19276'' L5'' R

US-12@ MILLER & MICHIGAN AVE


19410'' L10'' R

US-12IN DETROIT


19410'' L11'' R

US-12IN DETROIT @ SCOTTEN 4000

11321 B04-82071 M-85 H 203 = 282' Main 316 OTHERC 4 - 55.77'Appr 392

1926ROUGE RIVERIN DETROIT 10400 FORT ST

11322 C01-82071 I-75 CONNECTOR OTHER12' Main 119 BITUMINOUS 4 - 1900BROWNSTOWN CREEK4.1 MI NE OF FLAT ROCK

11323 R06-82071 M-85 HS 203 = 110' Main 332 BITUMINOUS 6 - 71.85' 19241955

CONRAIL (ABN)IN DETROIT

- 52 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11325 X07-82071 CONRAIL Railroad2 = 188' Main 303 NA15' -4 - 56.8' R

19660'' R

I-75 RAMP C& NB OLD 25IN LINCOLN PARK

11326 R01-82072 M-3 (GRATIOT AVE) H 202 = 85' Main 342 INTEG CONC 4 - 89.9' 19291970

GTW RRIN DETROIT

12347 R01-82073 M-85 (FORT ST) HS 20+Mod3 = 393' Main 482 MONO CONC 6 - 80' 2010NORFOLK WESTERN RRFORT ST

12712 S01-82073 M-85 (FORT ST) HS 20+Mod1 = 63' Main 532 BITUMINOUS 6 - 80'16' -2 - 46.9' R

20100'' R

PLEASANT STFORT ST

12731 S02-82073 M-85 (FORT ST) HS 20+Mod73' Main 302 BITUMINOUS 6 - 79.72'13' -2 - 46.9' R

19286'' R

SANDERS STIN DETROIT

12348 X01-82073 CONRAIL & C&O RRS Railroad4 = 236' Main 303 NA 14' -14' -6 - 39' L 39' R

19297'' L6'' R

M-85 (FORT ST)FORT ST WEST OF DEARBORN

12349 X02-82073 NORFOLK WESTERN RR Railroad4 = 183' Main 303 NA 14' -14' -4 - 28.2' L 28.2' R

19248'' L8'' R

M-85 (FORT ST)FORT ST WEST OF LAWNDALE


19248'' L7'' R

M-85 (FORT ST)FORT ST WEST OF LAWNDALE

11327 B01-82081 M-153 H 201 = 46' Main 505 INTEG CONC 5 - 80' 2006FELLOWS CREEK3.3 MI E OF WASHTENAW COL

11328 B04-82081 M-153 WB HS 203 = 290' Main 382 LATEX CONC 4 - 63.32' 1971ROUGE RIVERIN DEARBORN

11329 B05-82081 M-153 EB HS 203 = 290' Main 382 LATEX CONC 4 - 63.32' 1971ROUGE RIVERIN DEARBORN

11330 C01-82081 M-153 OTHER18' Main 119 BITUMINOUS 3 - 1900WILLOW CREEK4.4 MI W OF GARDEN CITY

11331 P01-82081 PED X-OVER Pedestrian6 = 265' Main 310 OTHERC16' -Appr 300 10 - 98.1' L 98.1' R

19740'' R

M-153IN DEARBORN

11332 R03-82081 M-153 HS 2013 = 1141' Main 482 LATEX CONC 5 - 67.91'Appr 532

1982CSX RR1M E OF I-275 IN WESTLAND

11333 S01-82081 M-153 HS 254 = 236' Main 506 MONO CONC 8 - 104.66' 14' -14' -10 - 61' L 61' R

19989'' L9'' R

M-39IN DEARBORN

11334 S02-82081 MILLER RD H 202 = 111' Main 402 LATEX CONC 2 - 41.99' 13' -13' -6 - 50' L 51' R

19408'' L9'' R

M-153IN DEARBORN

11335 S03-82081 GREENFIELD RD HS 20+Mod2 = 111' Main 332 MONO CONC 9 - 131.3' 14' -14' -6 - 50.2' L 50.2' R

19612006

11'' L10'' R

M-153IN DEARBORN

- 53 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11336 S04-82081 M-153 EB HS 202 = 170' Main 382 MONO CONC 4 - 63.32'14' -5 - 52.5' L 42.3' R

19715'' R

HINES DRIVEIN DEARBORN OVER HINES DR

11337 S05-82081 M-153 WB HS 202 = 168' Main 382 LATEX CONC 4 - 62'14' -5 - 52.5' L 42.3' R

197120055'' R

HINES DRIVEIN DEARBORN OVER HINES DR

11338 S06-82081-1 EVERGREEN RD NB HS 202 = 234' Main 382 MONO CONC 4 - 54' 14' -14' -8 - 86.9' L 88.9' R

19722008

7'' L6'' R

M-153IN DEARBORN

11339 S06-82081-2 EVERGREEN RD SB HS 202 = 233' Main 382 MONO CONC 4 - 59.71' 14' -15' -8 - 86.9' L 88.9' R

19722008

11'' L0'' R

M-153IN DEARBORN

11340 X01-82081 CSX RR Railroad2 = 189' Main 352 NONE 15' -14' -8 - 61' L 62' R

19730'' L10'' R

M-153DEARBORN,300' W OF OAKMAN

11341 X02-82081 CONRAIL RR Railroad2 = 117' Main 303 NONE 14' -14' -6 - 50' L 50' R

19412'' L2'' R

M-153DEARBORN, E OF MILLER

11342 S01-82091 OLD M-39-SCHAEFER HS 204 = 171' Main 532 MONO CONC 8 - 105.97'14' -6 - 43.3' L 43.3' R

195719942'' R

ENT TO FORD PLANTIN DEARBORN

11343 B01-82101 OLD M-14 HS 251 = 30' Main 119 BITUMINOUS 2 - 48' 2003FELLOWS CREEK0.3 MI E OF WASHTENAW COL

11344 B02-82101 M-14 HS 251 = 38' Main 119 BITUMINOUS 2 - 44' 2003WILLOW CREEK2.7 MI E OF WASHTENAW COL

11345 B03-82101 OLD M-14 H 201 = 77' Main 111 BITUMINOUS 2 - 27.89' 1925MIDDLE ROUGE RIVERIN LIVONIA

11346 C01-82101 M-14 (OLD) HS 201 = 20' Main 119 BITUMINOUS 4 - 36' 1926TONQUISH CREEK0.3 MI E MAIN ST,PLYMOUTH

11348 S01-82101 HINES DRIVE HS 201 = 73' Main 107 LATEX CONC 4 - 47.9' 14' -15' -2 - 64.3' R

19487'' L3'' R

OLD M-14 (ANN ARBOR RD)IN LIVONIA

11349 X01-82101 CSX RR Railroad3 = 86' Main 303 NONE 14' -14' -2 - 45.9' R

19351951

2'' L2'' R

OLD M-14 (ANN ARBOR RD)1.2 MI W OF LIVONIA

11350 B01-82102 M-14 HS 251 = 118' Main 382 LATEX CONC 6 - 117' 1976ROUGE RIVER0.3 MI WEST OF PLYMOUTH

11351 P01-82102 BIKEWAY STRUCTURE Pedestrian1 = 124' Main 382 MONO CONC14' -2 - 69.9' R

19766'' R

EDWARD HINES DRIVE0.4 MI N OF PLYMOUTH

11352 R01-82102 M-14 WB HS 253 = 287' Main 382 LATEX CONC 3 - 60.5' 19762006

CSX RR1.5 MI W OF PLYMOUTH

11353 R03-82102 M-14 EB HS 253 = 321' Main 382 LATEX CONC 3 - 60.5' 19762006

CSX RR1.5 MI W OF PLYMOUTH

- 54 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11354 S01-82102 HAGGERTY ROAD HS 203 = 255' Main 382 MONO CONC 4 - 63.98' 16' -16' -8 - 99.7' L 99.7' R

19777'' L1'' R

M-140.6MI W OF W LTS LIVONIA

11355 S02-82102 NAPIER ROAD HS 204 = 305' Main 382 MONO CONC 2 - 44.29' 16' -17' -4 - 99.4' L 99.4' R

19759'' L10'' R

M-143 MI W OF PLYMOUTH

11356 S03-82102 N TERRITORIAL RD HS 204 = 362' Main 382 MONO CONC 2 - 44.5' 16' -16' -4 - 99.7' L 99.7' R

19765'' L5'' R

M-142.5 MI W OF PLYMOUTH

11357 S04-82102 RIDGE ROAD HS 204 = 347' Main 382 MONO CONC 2 - 44.5' 17' -19' -4 - 99.7' L 99.7' R

19766'' L11'' R


11358 S05-82102 BECK ROAD HS 202 = 276' Main 382 MONO CONC 6 - 89.5' 17' -16' -8 - 99.7' L 98.8' R

19763'' L3'' R

M-141.0 MI W. OF PLYMOUTH

11359 S06-82102 M-14 WB HS 254 = 252' Main 382 LATEX CONC 4 - 69'14' -6 - 62' L 99.7' R

19766'' R

SHELDON ROAD1.2 MI W OF PLYMOUTH

12665 S07-82102-3 RAMP B (EB) HS 254 = 220' Main 382 MONO CONC 2 - 26.5' 17' -16' -6 - 71.9' L 57.7' R

19769'' L9'' R


12666 S07-82102-4 RAMP A (WB) HS 254 = 220' Main 382 MONO CONC 2 - 26.5' 19' -19' -6 - 71.9' L 57.7' R

19761'' L1'' R


11361 S08-82102 M-14 HS 251 = 129' Main 382 LATEX CONC 6 - 117'15' -2 - 69.9' R

19764'' R

EDWARD HINES DRIVE0.4 MI WEST OF PLYMOUTH

11362 S09-82102 NORTHVILLE RD HS 204 = 208' Main 332 LATEX CONC 4 - 63.98' 16' -17' -6 - 57.7' L 54.1' R

19762'' L2'' R


11363 S10-82102 ROBINWOOD DRIVE HS 202 = 181' Main 382 LATEX CONC 2 - 28' 16' -16' -6 - 57.7' L 59.7' R

19762'' L3'' R

M-140.3 MI NORTH OF PLYMOUTH

11364 S11-82102 SCHOOLCRAFT CONN HS 202 = 289' Main 382 LATEX CONC 4 - 47.9' 16' -16' -6 - 57.1' L 54.8' R

19777'' L10'' R

M-141 MI W OF W CTY LTS LIVON

11365 S12-82102 M-14 EB HS 254 = 260' Main 382 LATEX CONC 4 - 69'17' -6 - 75.8' L 86.6' R

19762'' R

SHELDON ROAD1.2 MI W OF PLYMOUTH

11366 X02-82102 CSX RR Railroad2 = 148' Main 352 NONE 16' -17' -6 - 57.7' L 61' R

19761'' L6'' R

M-140.5 MI NORTH OF PLYMOUTH

12667 S04-82103 WOODWARD AVE UTURN HS 202 = 203' Main 532 EPOXY OVLY 2 - 34' 16' -17' -10 - 39.7' R

19963'' L1'' R

M-8, DAVISON FWYCITY OF HIGHLAND PARK

11368 S11-82103 HAMILTON AVENUE HS 202 = 184' Main 505 EPOXY OVLY 5 - 81.04' 15' -16' -10 - 37.4' L 38.4' R

19961'' L1'' R

M-8, DAVISON FWYHIGHLAND PARK E/LODGE FWY

11369 S12-82103 THIRD AVENUE HS 202 = 213' Main 532 EPOXY OVLY 5 - 37' 14' -14' -6 - 37.4' L 38.4' R

19966'' L10'' R

M-8, DAVISON FWYHIGHLAND PARK E/HAMILTON

- 55 -

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11370 S13-82103 SECOND AVENUE HS 202 = 234' Main 505 EPOXY OVLY 4 - 57.74' 14' -14' -10 - 37.4' L 38.4' R

19967'' L9'' R

M-8, DAVISON FWYHIGHLAND PARKW/WOODWARD

11372 P01-82104 CHAREST AVE WALKOV Pedestrian2 = 240' Main 332 MONO CONC 14' -14' -10 - 99.7' L 99.7' R

19717'' L6'' R

M-8IN DETROIT

11374 S02-82104 JOHN R STREET HS 20+Mod2 = 213' Main 532 EPOXY OVLY 4 - 37' 15' -15' -10 - 99.7' L 99.7' R

19964'' L10'' R

M-8, DAVISON FWYHIGHLAND PARK E/WOODWARD

11376 S04-82104 SB OAKLAND AVENUE HS 205 = 264' Main 432 MONO CONC 4 - 50.52' 15' -16' -10 - 71.9' L 71.9' R

19718'' L2'' R

M-8, DAVISON FWYIN HIGHLAND PARK

11377 S05-82104 WB M-8 RMP TO I-75 HS 203 = 210' Main 382 MONO CONC 3 - 45.28'15' -2 - 55.8' R

19710'' R

S SERVICE DRIVE, M-8IN DETROIT O S SERVICE RD

11378 S06-82104 N SERVICE RD HS 201 = 122' Main 382 MONO CONC 2 - 35.76'14' -2 - 51.8' R

19717'' R

I-75 RAMP TO WB M-8IN DETROIT M-8 WB RAMP

11379 S07-82104 JOSEPH CAMPAU HS 202 = 170' Main 432 MONO CONC 4 - 59' 15' -17' -8 - 72.2' L 72.2' R

19712009

5'' L4'' R

M-8IN DETROIT

11380 S08-82104 GODDARD AVENUE HS 202 = 217' Main 382 MONO CONC 3 - 37' 14' -14' -10 - 99.7' L 72.2' R

19712009

9'' L11'' R

M-8IN DETROIT

11381 S09-82104 NB OAKLAND AVENUE HS 205 = 264' Main 432 MONO CONC 4 - 50.52' 14' -15' -10 - 71.9' L 71.9' R

197111'' L6'' R

M-8, DAVISON FWYIN HIGHLAND PARK

11383 P02-82111 PORTER ST WALKOVER Pedestrian2 = 196' Main 303 MONO CONC 15' -16' -7 - 93.8' L 93.8' R

19542001

6'' L9'' R

M-10IN DETROIT

11385 P04-82111 SPRUCE ST WALKOVER Pedestrian4 = 199' Main 303 MONO CONC 14' -14' -8 - 65' L 64.6' R

19536'' L3'' R

M-10IN DETROIT

11386 P05-82111 SELDEN AVE WALKOVE Pedestrian2 = 125' Main 303 MONO CONC 14' -14' -6 - 59.1' L 59.1' R

19530'' L0'' R

M-10IN DETROIT

11387 P06-82111 CANFIELD AV WALKOV Pedestrian2 = 148' Main 303 MONO CONC 14' -14' -7 - 69.6' L 69.6' R

19533'' L6'' R

M-10IN DETROIT

11388 P07-82111 MERRICK AVE WALKOV Pedestrian12 = 318' Main 303 MONO CONC 14' -18' -Appr 101 8 - 74.5' L 74.5' R

19530'' L6'' R

M-10IN DETROIT

11389 P08-82111 JOE L WALKWAY Pedestrian5 = 373' Main 306 MONO CONC 20' -20' -8 - 64' L 91.2' R

19800'' L0'' R

M-10 JOHN LODGE FRWYIN DETROIT

11390 S01-82111 MONROE AVE HS 204 = 182' Main 506 MONO CONC 2 - 29.86' 14' -14' -6 - 60.4' L 59.4' R

19591996

7'' L6'' R

I-375IN DETROIT

11391 S02-82111 LAFAYETTE AVE HS 254 = 185' Main 532 BITUMINOUS 6 - 89.9' 14' -14' -6 - 60.7' L 46.9' R

19601990

4'' L6'' R

I-375IN DETROIT

- 56 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11392 S03-82111 LARNED ST HS 20+Mod4 = 166' Main 332 LATEX CONC 5 - 90' 15' -14' -4 - 49.9' L 47.9' R

19601'' L4'' R

I-375IN DETROIT

11393 S04-82111 JEFFERSON AVE HS 20+Mod2 = 137' Main 332 BITUMINOUS 4 - 40.03' 16' -15' -4 - 51.5' L 51.5' R

19620'' L4'' R

I-375IN DETROIT

11394 S05-82111 HASTINGS ST HS 20+Mod2 = 111' Main 332 BITUMINOUS 4 - 59.71' 15' -14' -4 - 50.2' L 50.2' R

196210'' L7'' R

I-375IN DETROIT

11395 S06-82111 WASHINGTON ST HS 20+Mod2 = 103' Main 432 BITUMINOUS 6 - 157.48' 15' -14' -6 - 47.2' L 47.2' R

19582004

2'' L7'' R

M-10IN DETROIT

11396 S10-82111 LARNED ST RAMP HS 20+Mod1 = 102' Main 501 LATEX CONC 1 - 36.75'14' -2 - 44' R

195919873'' R

M-10 NBIN DETROIT

11397 S11-82111 M-85 (FORT ST,) HS 202 = 110' Main 432 MONO CONC 6 - 72.51' 14' -13' -6 - 47.2' L 48.9' R

19584'' L10'' R

M-10IN DETROIT

11398 S12-82111 LAFAYETTE BLVD HS 202 = 117' Main 432 BITUMINOUS 4 - 49.87' 14' -15' -6 - 38.7' L 38.7' R

19521997

11'' L5'' R

M-10IN DETROIT

11399 S13-82111 HOWARD ST HS 202 = 118' Main 432 LATEX CONC 3 - 41.99' 14' -14' -6 - 58.1' L 58.1' R

19532001

8'' L9'' R

M-10IN DETROIT

11400 S14-82111-1 US-12 HS 251 = 64' Main 505 LATEX CONC 9 - 89.9'14' -3 - 36.1' R

195419979'' R

M-10 NBIN DETROIT

11401 S14-82111-2 US-12 HS 201 = 66' Main 505 LATEX CONC 9 - 89.9'15' -3 - 36.1' R

195419970'' R

M-10 SBIN DETROIT

11402 S14-82111-5 BAGLEY AV RAMPS HS 201 = 78' Main 332 LATEX CONC 4 - 77.76'14' -3 - 52.5' R

195419971'' R

M-10IN DETROIT

11403 S16-82111 GRAND RIVER AVE HS 202 = 161' Main 432 BITUMINOUS 10 - 160.43' 14' -14' -6 - 51.2' L 51.2' R

19531996

0'' L2'' R

M-10IN DETROIT

11404 S17-82111 M L KING (STIMSON) HS 202 = 111' Main 432 LATEX CONC 4 - 82.02' 14' -13' -6 - 51.5' L 51.5' R

19522005

2'' L11'' R

M-10IN DETROIT

11405 S18-82111 FOREST AVE HS 202 = 111' Main 432 MONO CONC 6 - 93.83' 14' -14' -6 - 51.5' L 51.5' R

19501'' L1'' R

M-10IN DETROIT

11406 S19-82111 WARREN AV HS 202 = 127' Main 432 BITUMINOUS 10 - 109.91' 13' -14' -8 - 57.1' R

19501996

11'' L0'' R

M-10IN DETROIT

11407 S20-82111 RAMP FROM M-10 HS 2511 = 822' Main 382 MONO CONC 2 - 38.39' 16' -17' -5 - 71.9' L 65.9' R

19805'' L4'' R

JEFFERSON AVEIN CITY OF DETROIT

11408 S21-82111 M-10 SB HS 251 = 82' Main 501 MONO CONC 2 - 23.95'14' -2 - 71.9' L 65.9' R

19874'' R

WB JEFFERSON AVEIN CITY OF DETROIT

- 57 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11409 X01-82111 W C C C RR (ABN) Railroad2 = 120' Main 452 OTHERC 14' -13' -6 - 46.3' L 46.3' R

19504'' L10'' R

M-10IN DETROIT

11410 X01-82111-5 RR PARK'GDECK(ABN) Railroad2 = 118' Main 452 OTHERC 14' -13' -6 - 46.3' L 46.3' R

19504'' L10'' R

M-10IN DETROIT

11411 X01-82111-6 RR PEDESTRIAN WALK Pedestrian2 = 122' Main 425 MONO CONC 14' -15' -6 - 46.3' L 47.2' R

19505'' L2'' R

M-10IN DETROIT

11412 P01-82112 HOLDEN AVE WALKOVE Pedestrian10 = 225' Main 303 MONO CONC 14' -13' -Appr 101 8 - 74.8' L 74.8' R

19502006

0'' L10'' R

M-10IN DETROIT

11413 P02-82112 PINGREE AV WALKOVE Pedestrian4 = 203' Main 505 MONO CONC 14' -14' -8 - 63.6' L 63.6' R

19556'' L8'' R

M-10IN DETROIT

11414 P03-82112 GLADSTONE AVE WALK Pedestrian2 = 172' Main 403 MONO CONC 18' -17' -9 - 83.7' L 59.7' R

19552006

1'' L8'' R

M-10IN DETROIT

11415 P04-82112 MONTEREY AV WALKOV Pedestrian1 = 146' Main 307 MONO CONC 15' -14' -7 - 98.8' R

195510'' L5'' R

M-10IN DETROIT

11416 P05-82112 HIGHLAND AV WALKOV Pedestrian1 = 141' Main 307 MONO CONC 14' -14' -6 - 99.7' R

19552006

4'' L4'' R

M-10IN DETROIT

11417 P08-82112 FORD AVE WALKOVER Pedestrian2 = 189' Main 403 MONO CONC 17' -16' -7 - 87.6' L 87.6' R

20061'' L10'' R

M-10IN DETROIT

11418 P09-82112 LOG CABIN AV WALKO Pedestrian2 = 157' Main 403 MONO CONC14' -7 - 76.8' L 76.8' R

195620063'' R

M-10IN DETROIT

11419 P10-82112 BAYLIS AVE WALKOVE Pedestrian2 = 157' Main 403 OTHERC 15' -14' -8 - 74.5' L 74.5' R

19560'' L11'' R

M-10IN DETROIT

11420 P11-82112 ALDEN AVE WALKOVER Pedestrian2 = 185' Main 403 MONO CONC 14' -15' -8 - 71.5' L 63.6' R

19552006

4'' L4'' R

M-10IN DETROIT

11421 P12-82112 MUIRLAND AV WALKOV Pedestrian2 = 149' Main 403 MONO CONC 14' -15' -6 - 51.5' L 51.5' R

19552006

5'' L1'' R

M-10IN DETROIT

11422 P14-82112 TULLER AVE WALKOVE Pedestrian2 = 161' Main 403 MONO CONC 17' -17' -7 - 63' L 53.8' R

20061'' L5'' R

M-10IN DETROIT

11423 P15-82112 NORTHLAWN AV WALKO Pedestrian2 = 176' Main 403 OTHERC 18' -18' -6 - 51.5' L 51.5' R

19551'' L3'' R

M-10IN DETROIT

11424 P16-82112 WISCONSIN AVE WALK Pedestrian2 = 200' Main 403 OTHERC 16' -16' -8 - 67.3' L 57.4' R

19552'' L1'' R

M-10IN DETROIT

11425 P17-82112 MARGARETA AVE WALK Pedestrian2 = 109' Main 302 MONO CONC 17' -16' -6 - 51.8' L 51.8' R

19642006

1'' L7'' R

M-10IN DETROIT

- 58 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11426 S01-82112 MILWAUKEE AVE HS 202 = 111' Main 432 BITUMINOUS 4 - 43.96' 14' -14' -6 - 51.5' L 51.5' R

19491995

3'' L3'' R

M-10IN DETROIT

11427 S02-82112 W GRAND BOULEVARD HS 202 = 112' Main 432 MONO CONC 9 - 134.84' 14' -14' -6 - 52.8' L 52.8' R

19502'' L5'' R

M-10IN DETROIT

11428 S03-82112 PALLISTER AVENUE HS 202 = 139' Main 432 INTEG CONC 4 - 50.3' 14' -14' -8 - 63.3' L 63.3' R

19542000

3'' L7'' R

M-10IN DETROIT

11429 S04-82112 SEWARD AVENUE HS 202 = 143' Main 432 INTEG CONC 4 - 43.96' 14' -14' -8 - 60.7' L 63.3' R

19542000

1'' L3'' R

M-10IN DETROIT

11430 S05-82112 EUCLID AVENUE HS 202 = 144' Main 432 INTEG CONC 4 - 43.96' 14' -14' -8 - 63.3' L 71.9' R

19542000

6'' L7'' R

M-10IN DETROIT

11431 S06-82112 CLAIRMOUNT AVENUE HS 202 = 136' Main 432 MONO CONC 3 - 70.87' 15' -14' -8 - 64' L 64' R

19541995

4'' L1'' R

M-10IN DETROIT

11432 S07-82112 HAMILTON AVENUE HS 204 = 278' Main 382 MONO CONC 3 - 32.81' 16' -14' -7 - 53.5' L 61.4' R

19542'' L6'' R

M-100.1 MI E OF CHICAGO BLVD

11433 S08-82112 CHICAGO BLVD HS 204 = 225' Main 432 MONO CONC 6 - 93.83' 14' -14' -6 - 51.2' L 51.2' R

19551994

1'' L6'' R

M-10IN DETROIT

11434 S09-82112 CALVERT AVE HS 204 = 171' Main 432 MONO CONC 4 - 43.96' 14' -16' -6 - 50.9' L 51.2' R

19553'' L1'' R

M-10IN DETROIT

11435 S10-82112 WEBB AVE HS 204 = 166' Main 432 MONO CONC 5 - 52' 14' -14' -6 - 51.2' L 51.2' R

19551991

4'' L4'' R

M-10IN DETROIT

11436 S11-82112 GLENDALE AVE HS 20+Mod4 = 170' Main 482 MONO CONC 4 - 52' 14' -15' -6 - 50.2' L 51.5' R

19552006

6'' L3'' R

M-10IN DETROIT

11437 S12-82112 M-8 EB DAVISON HS 255 = 219' Main 332 MONO CONC 2 - 44.29'15' -4 - 70.2' R

195619967'' R

M-10 SBIN DETROIT OVER M-10 SB

11438 S13-82112 M-10 NB HS 208 = 302' Main 332 MONO CONC 4 - 69' 14' -15' -7 - 53.8' L 51.8' R

19561987

10'' L3'' R

M-8 DAVISONIN DETROIT

13499 S13-5-82112 M-10 NB HS 20171' Main 332 MONO CONC 4 - 69'14' -1 - 28' R

195619877'' R

M-8 RAMP TO M-10 SBIN DETROIT

11439 S14-82112 M-10 RAMP HS 204 = 302' Main 382 MONO CONC 1 - 25.26'14' -4 - 47.2' R

195719968'' R

M-8 EB DAVISONIN DETROIT

11440 S15-82112 M-8 WB DAVISON HS 204 = 213' Main 332 MONO CONC 2 - 44.29'16' -4 - 70.2' R

1956199611'' R

M-10 SBIN DETROIT

11441 S16-82112 NB TO WB DAVISON HS 253 = 176' Main 382 MONO CONC 1 - 28.9'18' -4 - 76.4' R

195720064'' R

M-10 SBIN DETROIT

- 59 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11442 S17-82112 OAKMAN BLVD HS 202 = 148' Main 432 INTEG CONC 4 - 60' 14' -14' -7 - 63' L 63' R

19552000

6'' L1'' R

M-10IN DETROIT

11443 S18-82112 ROSA PARKS BLVD HS 202 = 141' Main 432 BITUMINOUS 4 - 43.96' 16' -14' -7 - 63.3' L 63.3' R

19572'' L3'' R

M-10IN DETROIT

11444 S19-82112 LINWOOD AVE HS 204 = 167' Main 432 MONO CONC 4 - 48' 14' -14' -6 - 51.5' L 51.5' R

19551994

7'' L8'' R


11445 S20-82112 DEXTER-BELDEN AVE. HS 204 = 173' Main 432 MONO CONC 4 - 43.96' 14' -14' -6 - 51.5' L 51.5' R

19551994

1'' L2'' R


11446 S21-82112 LIVERNOIS AVE HS 202 = 122' Main 432 MONO CONC 8 - 94' 14' -14' -6 - 50.9' L 59.1' R

19552006

1'' L1'' R

M-10IN DETROIT

11447 S22-82112 GREENLAWN AVE HS 204 = 163' Main 432 LATEX CONC 4 - 43.96' 14' -14' -6 - 51.5' L 51.5' R

19556'' L9'' R

M-10IN DETROIT

11448 S23-82112 WYOMING AVE HS 205 = 234' Main 432 MONO CONC 5 - 55.77' 14' -15' -5 - 49.9' L 58.7' R

19551989

3'' L6'' R

M-10IN DETROIT

11449 S24-82112 PURITAN AVE HS 202 = 133' Main 332 MONO CONC 4 - 84' 15' -14' -6 - 50.9' L 50.9' R

19632006

5'' L4'' R

M-10IN DETROIT

11450 S25-82112 MYERS RD HS 202 = 209' Main 382 BITUMINOUS 4 - 54' 14' -14' -6 - 51.5' L 51.5' R

19639'' L5'' R

M-10IN DETROIT

11451 S25-82112-7 MYERS RD TURNAROUN HS 202 = 111' Main 332 MONO CONC 1 - 20' 15' -16' -6 - 51.2' L 51.5' R

19632006

8'' L3'' R

M-10IN DETROIT

11452 S26-82112 MCNICHOLS RD HS 202 = 134' Main 332 MONO CONC 8 - 106' 15' -14' -6 - 51.5' L 51.5' R

19642006

9'' L10'' R

M-10IN DETROIT

11453 S27-82112-3 OUTER DRIVE EB HS 202 = 110' Main 332 MONO CONC 4 - 48' 15' -15' -6 - 51.5' L 51.5' R

19642006

10'' L10'' R

M-10IN DETROIT

11454 S27-82112-4 OUTER DRIVE WB HS 202 = 110' Main 332 MONO CONC 5 - 66' 15' -15' -6 - 51.5' L 51.5' R

19642006

4'' L5'' R

M-10IN DETROIT

11455 S28-82112 SCHAFFER HS 202 = 179' Main 332 NONE 4 - 54' 15' -15' -6 - 51.5' L 51.5' R

19642000

0'' L9'' R

M-10IN DETROIT

11456 S28-82112-7 SCHAEFER SE TURN HS 202 = 111' Main 332 NONE 1 - 19.2' 15' -16' -6 - 51.5' L 51.5' R

19642000

10'' L6'' R

M-10IN DETROIT

11457 S28-82112-8 SCHAEFER NW TURN HS 202 = 111' Main 332 NONE 1 - 19.2' 15' -15' -6 - 51.5' L 51.5' R

19642000

2'' L9'' R

M-10IN DETROIT

11458 S29-82112 7 MI RD HS 202 = 136' Main 332 MONO CONC 8 - 106' 15' -15' -6 - 50.9' L 50.9' R

19642006

0'' L6'' R

M-10IN DETROIT

- 60 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11459 S30-82112 VASSAR DRIVE HS 202 = 111' Main 332 MONO CONC 4 - 43.96' 15' -15' -6 - 51.5' L 51.5' R

19632000

10'' L7'' R

M-10IN DETROIT

11460 S31-82112 PEMBROKE AVE HS 202 = 140' Main 332 MONO CONC 4 - 43.96' 15' -15' -6 - 50.9' L 50.9' R

19632006

1'' L1'' R

M-10IN DETROIT

11461 S32-82112 GREENFIELD RD OTHER2 = 162' Main 332 MONO CONC 4 - 69.88' 15' -15' -6 - 51.5' L 51.5' R

19643'' L1'' R

M-10IN DETROIT

11462 S32-82112-7 GREENFIELD RD TURN HS 202 = 111' Main 332 BITUMINOUS 1 - 14.76' 16' -16' -6 - 51.5' L 51.5' R

19641'' L7'' R

M-10IN DETROIT

11463 S33-82112 NEWJERSEY TRN(M10) HS 202 = 157' Main 332 BITUMINOUS 2 - 27.89' 18' -18' -6 - 51.5' L 51.5' R

19631'' L4'' R

M-10IN DETROIT @ FORRER AVE

11464 S34-82112 M-102 RAMP HS 201 = 59' Main 332 MONO CONC 1 - 21'16' -1 - 23.3' R

196520109'' R

M-10 RAMPN LTS OF DETROIT

11465 S34-82112-5 M-102 WB SERV RD HS 203 = 214' Main 332 MONO CONC 2 - 30' 15' -16' -7 - 51.5' L 51.5' R

19652009

0'' L2'' R

M-10N LTS OF DETROIT

11466 S34-82112-7 M-102 EB SERV RD HS 203 = 216' Main 332 MONO CONC 2 - 42' 15' -16' -7 - 51.5' L 51.5' R

19652009

7'' L9'' R


11467 S34-82112-8 M-102 HS 2015 = 1838' Main 482 LATEX CONC 6 - 88' 20' -20' -Appr 382 21 - 99.7' R

19652009

0'' L0'' R

M-10 & RAMPSIN DETROIT

11468 S35-82112 GREENFIELD RD LF T HS 202 = 111' Main 332 MONO CONC 1 - 20' 14' -14' -7 - 51.5' L 51.5' R

19642006

6'' L7'' R

M-10IN DETROIT

11469 S36-82112 LIVERNOIS AV UTURN HS 202 = 116' Main 505 LATEX CONC 2 - 29.86' 15' -15' -6 - 50.9' L 59.1' R

19871'' L0'' R

M-10IN DETROIT


19494'' L8'' R

M-10IN DETROIT

11471 X01-82112-8 GTW RR Railroad2 = 142' Main 352 NA 15' -15' -6 - 58.4' L 58.4' R

19494'' L8'' R

M-10IN DETROIT

11472 X02-82112-6 CONRAIL Railroad2 = 155' Main 352 NA 14' -14' -7 - 62' L 67.9' R

19572006

3'' L4'' R

M-10IN DETROIT

11473 B01-82121 M-5 EB HS 251 = 102' Main 532 MONO CONC 4 - 52.17' 2003ROUGE RIVERIN DETROIT

11474 B02-82121 M-5 WB HS 251 = 102' Main 532 MONO CONC 4 - 52.17' 2003ROUGE RIVERIN DETROIT

11475 P01-82121 PED @ BOOK BLDG Pedestrian1 = 74' Main 332 MONO CONC16' -2 - 61' R

19894'' R

M-5 GRAND RIVERIN DETROIT

- 61 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11476 P02-82121 PED @ JORDAN COLL Pedestrian1 = 21' Main 362 MONO CONC 16' -15' -2 - 81.4' R

19862'' L10'' R

M-5 GRAND RIVERNEAR GREENFIELD

11477 X01-82121 CONRAIL Railroad1 = 112' Main 303 NA 13' -13' -7 - 82' R

193610'' L10'' R

M-5, GRAND RIVER AVEIN DETROIT (E BRIDGE)

11478 X01-82121-8 GTW RR Railroad1 = 112' Main 303 NA 13' -13' -7 - 82' R

19368'' L8'' R

M-5, GRAND RIVER AVEIN DETROIT (W BRIDGE)

11480 B02-82122 I-96 HS 20+Mod3 = 270' Main 532 MONO CONC 10 - 169.2' 19702003

ROUGE RIVERIN DETROIT

11482 P01-82122 BENTLER PED X-OVER Pedestrian9 = 398' Main 332 MONO CONC 17' -17' -Appr 101 12 - 57.1' L 56.8' R

19712003

9'' L7'' R

I-96IN DETROIT

11483 P02-82122 STOUT AVE PED X-OV Pedestrian4 = 293' Main 332 MONO CONC 15' -15' -13 - 56.8' L 56.8' R

19712003

10'' L11'' R

I-96IN DETROIT

11484 P03-82122 MINOCK PED X-OVER Pedestrian2 = 214' Main 432 MONO CONC 15' -14' -10 - 82.3' L 83' R

197411'' L6'' R

I-96IN REDFORD TWP

11485 R01-82122 EVERGREEN RD HS 2019 = 1346' Main 332 MONO CONC 7 - 69.88' 20' -20' -12 - 56.1' L 56.1' R

19710'' L0'' R

I-96 & CSX RRIN DETROIT

11487 S01-82122 SCHOOLCRAFT RD HS 203 = 377' Main 382 MONO CONC 2 - 29.2' 15' -14' -10 - 98.4' L 93.5' R

19722'' L11'' R

I-96IN LIVONIA

11488 S02-82122 NEWBURGH RD HS 202 = 179' Main 332 MONO CONC 5 - 63.98' 15' -15' -8 - 70.2' L 70.5' R

197411'' L2'' R

I-96IN LIVONIA

11489 S03-82122 LEVAN RD HS 202 = 179' Main 332 MONO CONC 5 - 63.98' 15' -14' -8 - 70.2' L 70.2' R

19746'' L11'' R

I-96IN LIVONIA

11490 S04-82122 YALE AVE HS 202 = 176' Main 332 MONO CONC 2 - 33.79' 14' -14' -8 - 70.5' L 70.5' R

19748'' L4'' R

I-96IN LIVONIA

11491 S05-82122 STARK RD HS 202 = 182' Main 332 MONO CONC 4 - 51.84' 14' -14' -10 - 77.1' L 79.1' R

19749'' L0'' R

I-96IN LIVONIA

11492 S06-82122 FARMINGTON RD HS 202 = 179' Main 332 MONO CONC 5 - 63.98' 14' -14' -8 - 70.2' L 72.2' R

19744'' L1'' R

I-96IN LIVONIA

11493 S07-82122 BROOKFIELD AVE H 202 = 176' Main 332 MONO CONC 2 - 33.79' 14' -14' -8 - 72.5' L 70.2' R

19745'' L4'' R

I-96IN LIVONIA

11494 S08-82122 BERWICK RD LFT TRN HS 202 = 176' Main 332 MONO CONC 2 - 47.24' 15' -14' -8 - 70.2' L 72.2' R

19741'' L7'' R

I-96IN LIVONIA

11495 S09-82122 MERRIMAN RD HS 202 = 177' Main 332 MONO CONC 5 - 63.98' 15' -15' -8 - 70.2' R

197410'' L10'' R

I-96IN LIVONIA

- 62 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11496 S10-82122 WARNER COURT H 202 = 176' Main 332 MONO CONC 2 - 33.79' 14' -14' -8 - 70.5' L 70.9' R

19745'' L4'' R

I-96IN LIVONIA

11497 S11-82122 MIDDLEBELT RD HS 202 = 167' Main 332 MONO CONC 7 - 87.93' 15' -15' -8 - 70.9' L 70.9' R

19714'' L9'' R

I-96IN LIVONIA

11498 S12-82122 RACE TRACK ENTRC H 152 = 158' Main 332 MONO CONC 4 - 51.84' 14' -14' -8 - 69.9' L 70.2' R

19712001

8'' L10'' R

I-96IN LIVONIA

11499 S13-82122 CARDWELL RD H 202 = 178' Main 332 MONO CONC 2 - 33.79' 14' -14' -10 - 82' L 84' R

19712'' L4'' R

I-96IN LIVONIA

11500 S14-82122 INKSTER RD HS 202 = 167' Main 332 MONO CONC 5 - 63.98' 15' -14' -8 - 70.2' L 69.6' R

19717'' L3'' R

I-96E LTS OF LIVONIA

11501 S15-82122 BREAKFAST U-TRN LN HS 202 = 200' Main 382 MONO CONC 2 - 47.24' 14' -14' -10 - 82.3' L 82.3' R

19741'' L2'' R

I-96IN REDFORD TWP

11502 S16-82122 BEECH DALY RD HS 202 = 177' Main 332 MONO CONC 5 - 63.98' 15' -16' -8 - 70.5' L 70.2' R

197410'' L4'' R

I-96IN REDFORD TWP

11503 S17-82122 GARFIELD ST U-TRN HS 202 = 200' Main 382 MONO CONC 2 - 47.24' 14' -14' -10 - 82.3' L 82.3' R

197411'' L8'' R

I-96IN REDFORD TWP

11504 S18-82122 FENTON ST HS 202 = 207' Main 382 MONO CONC 2 - 29.86' 14' -14' -11 - 89.9' L 90.9' R

19743'' L1'' R

I-96IN REDFORD TWP

11505 S19-82122 US-24 TELEGRAPH RD HS 207 = 900' Main 482 MONO CONC 6 - 87.93' 20' -20' -10 - 99.7' L 99.7' R

19702003

0'' L0'' R

I-96W LTS OF DETROIT

11506 S19-82122-5 NB SERV RD HS 202 = 166' Main 332 MONO CONC 4 - 70.21' 14' -14' -8 - 70.5' L 70.5' R

197011'' L8'' R

I-96IN DETROIT

11507 S19-82122-6 SB SERV RD HS 202 = 166' Main 332 MONO CONC 4 - 70.21' 14' -14' -8 - 70.5' L 70.5' R

19708'' L7'' R

I-96IN DETROIT

11508 S20-82122 VIRGIL ST HS 202 = 239' Main 382 MONO CONC 2 - 36.75' 15' -14' -11 - 99.7' L 94.5' R

19701'' L6'' R

I-96IN DETROIT

11509 S21-82122 OUTER DRIVE HS 202 = 231' Main 382 MONO CONC 10 - 166.01' 14' -14' -10 - 83' L 83' R

19702003

4'' L5'' R

I-96IN DETROIT

11510 S22-82122 BURT RD HS 204 = 277' Main 332 MONO CONC 4 - 47.9' 15' -15' -12 - 56.8' L 56.8' R

19702003

9'' L9'' R

I-96IN DETROIT

11511 S23-82122 SCHOOLCRAFT X-OVER HS 204 = 382' Main 382 MONO CONC 2 - 30.51' 15' -14' -12 - 56.8' L 56.8' R

19702003

1'' L7'' R

I-96IN DETROIT

11512 S24-82122 GLENDALE AVE HS 204 = 253' Main 332 MONO CONC 2 - 28.87' 17' -17' -10 - 58.7' L 58.7' R

19707'' L6'' R

I-96IN DETROIT

- 63 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11513 S25-82122 INDUSTRIAL AVE HS 204 = 252' Main 332 MONO CONC 2 - 26.25' 20' -19' -12 - 59.4' L 59.4' R

19738'' L6'' R

I-96IN DETROIT

11514 S26-82122 BERWYN STREET HS 202 = 220' Main 382 MONO CONC 2 - 27.89' 14' -15' -9 - 80.7' L 79.4' R

19735'' L0'' R

I-96IN REDFORD TWP

11515 S27-82122 MERRIMAN ROAD LT T HS 202 = 176' Main 332 MONO CONC 2 - 18.04' 14' -14' -8 - 70.5' R

197310'' L9'' R

I-96IN LIVONIA

11516 S28-82122 MERRIMAN ROAD LT T HS 202 = 176' Main 332 MONO CONC 2 - 19.36' 14' -14' -8 - 70.2' R

19739'' L10'' R

I-96IN LIVONIA

11517 S29-82122 MELVIN H 202 = 172' Main 332 MONO CONC 2 - 33.79' 15' -14' -9 - 69.9' L 83.7' R

19736'' L5'' R

I-96IN LIVONIA

11518 S30-82122 LFT TRN W MIDLBELT HS 202 = 167' Main 332 MONO CONC 2 - 28.54' 14' -14' -8 - 70.9' L 70.5' R

19717'' L5'' R

I-96IN LIVONIA

11519 S31-82122 LFT TRN E MIDLBELT HS 202 = 167' Main 332 MONO CONC 2 - 28.54' 14' -14' -8 - 70.5' L 70.5' R

19717'' L5'' R

I-96IN LIVONIA

11520 S32-82122 LFT TRN W INKSTER HS 202 = 167' Main 332 MONO CONC 1 - 18.7' 14' -14' -8 - 69.9' L 69.9' R

19715'' L7'' R

I-96@ E LTS OF LIVONIA

11521 S33-82122 LFT TRN E INKSTER HS 202 = 167' Main 332 MONO CONC 2 - 18.7' 15' -14' -8 - 69.9' L 69.9' R

19717'' L5'' R

I-96@ E LTS OF LIVONIA

11522 S34-82122 LFT TRN W BEECH DL HS 202 = 177' Main 332 MONO CONC 2 - 18.7' 14' -15' -8 - 70.5' L 70.9' R

19746'' L5'' R

I-96IN REDFORD TWP

11523 S35-82122 LFT TRN E BEECH DL HS 202 = 177' Main 332 MONO CONC 1 - 18.7' 14' -15' -8 - 70.5' L 70.9' R

197411'' L6'' R

I-96IN REDFORD TWP

11524 S36-82122 LFT TRN W OF LEVAN HS 202 = 176' Main 332 MONO CONC 2 - 28.54' 14' -14' -8 - 69.9' L 70.2' R

19746'' L9'' R

I-96IN LIVONIA

11525 S37-82122 LFT TRN E OF LEVAN HS 202 = 176' Main 332 MONO CONC 1 - 28.54' 14' -15' -8 - 70.5' L 70.2' R

19748'' L0'' R

I-96IN LIVONIA

11526 S38-82122 FARMINGTON LFT TRN HS 202 = 176' Main 332 MONO CONC 2 - 18.7' 14' -14' -8 - 70.2' L 70.5' R

197410'' L8'' R

I-96IN LIVONIA

11527 S39-82122 FARMINGTON LFT TRN HS 202 = 176' Main 332 MONO CONC 1 - 28.54' 14' -14' -8 - 70.2' L 70.2' R

19748'' L9'' R

I-96IN LIVONIA

11528 S40-82122 WAYNE RD HS 202 = 176' Main 332 MONO CONC 2 - 35.76' 14' -14' -8 - 70.2' L 70.5' R

19747'' L1'' R

I-96IN LIVONIA

11529 S41-82122 NEWBURGH DBL U-TRN HS 202 = 176' Main 332 MONO CONC 2 - 47.24' 16' -15' -8 - 70.2' L 71.2' R

19741'' L9'' R

I-96IN LIVONIA

- 64 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11530 S42-82122 NEWBURGH E LFT TRN HS 202 = 176' Main 332 MONO CONC 1 - 18.7' 15' -14' -8 - 70.2' L 58.4' R

19749'' L9'' R

I-96IN LIVONIA


19747'' L4'' R

I-96IN DETROIT E OF EVERGREEN


19720'' L1'' R

I-96IN DETROIT E OF EVERGREEN

11533 P01-82123 SORENTO PED X-OVER Pedestrian5 = 412' Main 332 MONO CONC 19' -19' -Appr 101 17 - 59.1' L 59.7' R

19711'' L3'' R

I-96IN DETROIT

11534 P02-82123 MENDOTA PED X-OVER Pedestrian5 = 370' Main 332 MONO CONC 19' -19' -Appr 101 14 - 59.1' L 59.7' R

19711'' L4'' R

I-96IN DETROIT

11535 P03-82123 CHERRYLAWN PED X-O Pedestrian10 = 710' Main 382 MONO CONC 20' -20' -Appr 101 18 - 54.5' L 99.7' R

19710'' L0'' R

I-96IN DETROIT

11536 P04-82123 CLARENDON AV WALKO Pedestrian5 = 254' Main 403 MONO CONC 16' -16' -Appr 101 8 - 71.9' L 71.9' R

19722'' L0'' R

I-96IN DETROIT

11537 P05-82123 IVANHOE AVE WALKOV Pedestrian6 = 183' Main 403 OTHERC 15' -15' -Appr 101 8 - 70.2' L 70.2' R

19729'' L10'' R

I-96IN DETROIT

11538 P06-82123 ROOSEVELT WALKOVER Pedestrian4 = 246' Main 403 MONO CONC 15' -16' -Appr 101 10 - 83' L 83' R

197210'' L0'' R

I-96IN DETROIT

11539 P07-82123 MANSFIELD PED X-OV Pedestrian8 = 687' Main 302 MONO CONC 20' -19' -14 - 58.7' L 58.7' R

19730'' L3'' R


11540 R01-82123 SB TO WB TURN RDWY HS 203 = 279' Main 482 MONO CONC 1 - 26.9'20' -2 - 94.8' R

19750'' R

CSX RR & FULLERTON AVEIN DETROIT

11541 R02-82123 TURN RDWY 3RD LEVL HS 2016 = 1334' Main 482 LATEX CONC 2 - 37.4' 15' -15' -14 - 57.7' L 57.7' R

19739'' L4'' R

CSX RR & I-96 RDWYSIN DETROIT

11542 R03-82123 TURN RDWY 4TH.LEVL HS 2025 = 1982' Main 482 MONO CONC 1 - 26.9' 15' -15' -4 - 26.9' L 39' R

19732'' L3'' R

CSX RR & 3RD LEVEL T RDIN DETROIT

11543 R04-82123 WB TO NB TURN RDWY HS 202 = 249' Main 482 LATEX CONC 1 - 37.4'41' -4 - 79.7' R

19730'' R

CSX RAILROAD-FULLERTONIN DETROIT

11544 R05-82123 GREENFIELD RD HS 2013 = 874' Main 332 LATEX CONC 7 - 81.04' 19' -16' -16 - 57.4' L 57.1' R

19720'' L5'' R


11545 R05-82123-5 ON RAMP @ GRNFLD. HS 203 = 244' Main 332 MONO CONC 2 - 37.4' 1973LANDIN DETROIT

11546 R05-82123-8 OFF RAMP @ GRNFLD. HS 205 = 355' Main 332 MONO CONC 1 - 28.2' 1973LANDIN DETROIT

- 65 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11547 S01-82123 TURN RDWY EB TO SB HS 205 = 372' Main 482 MONO CONC 1 - 26.9'20' -3 - 79.7' L 56.8' R

19721'' R

WB&U-TURN SERVICE ROADSIN DETROIT

11548 S02-82123 WB TO SB TURN RDWY HS 2017 = 1203' Main 482 MONO CONC 2 - 37.4' 15' -15' -3 - 26.9' L 37.4' R

19721'' L0'' R

3RD LEVEL TURN RDWYIN DETROIT

11549 S03-82123 TURN RDWY 3RD LEVL HS 2018 = 1400' Main 482 LATEX CONC 2 - 26.9' 14' -16' -14 - 57.7' L 57.7' R

197210'' L2'' R

I-96 ROADWAYSIN DETROIT

11550 S04-82123 U-TRN SERV RD HS 204 = 242' Main 332 MONO CONC 2 - 24.61' 15' -15' -8 - 76.1' L 76.1' R

19702'' L1'' R

M-39(SOUTHFIELD EXPR)IN DETROIT

11551 S05-82123 I-96 EB COLLECTOR HS 204 = 234' Main 332 MONO CONC 3 - 42.65' 15' -15' -8 - 71.5' L 71.5' R

19709'' L6'' R

M-39 SOUTHFIELD FRWYIN DETROIT

11552 S06-82123 I-96 EB MAIN RDWY HS 204 = 218' Main 332 MONO CONC 3 - 57.74' 17' -17' -8 - 64.6' L 64.6' R

197010'' L8'' R

M-39 (SOUTHFIELD EXP)IN DETROIT

11553 S07-82123 I-96 WB COLLECTOR HS 204 = 193' Main 332 MONO CONC 3 - 57.74' 21' -21' -8 - 53.8' L 53.8' R

19702'' L3'' R

M-39 (SOUTHFIELD EXPR)IN DETROIT

11554 S08-82123 I-96 RAMP NB TO EB HS 206 = 372' Main 482 LATEX CONC 2 - 37.4'14' -3 - 55.1' L 71.9' R

197011'' R

M-39 RAMP & E SERVICE RDIN DETROIT

11555 S09-82123 I-96 WB MAIN RDWY HS 204 = 208' Main 332 MONO CONC 3 - 57.74' 19' -19' -8 - 60.7' L 60.7' R

19709'' L7'' R

M-39 (SOUTHFIELD EXPR)IN DETROIT

11556 S10-82123 I-96 RAMP HS 2015 = 1096' Main 382 MONO CONC 2 - 49.54'Appr 101

1973OPEN GROUNDIN DETROIT

11557 S10-82123-7 I-96 RAMP HS 208 = 624' Main 382 MONO CONC 1 - 25.92'15' -2 - 50.9' R

19738'' R

E B SERVICE RDIN DETROIT

11558 S11-82123 I-96 RAMP HS 2018 = 1236' Main 332 MONO CONC 3 - 49.21'Appr 101

1973LANDIN DETROIT

11559 S11-82123-5 I-96 RAMP HS 206 = 626' Main 382 LATEX CONC 1 - 25.92'15' -1 - 49.5' R

19734'' R

W B SERVICE RDIN DETROIT

11560 S12-82123 HUBBELL AVE HS 204 = 281' Main 332 MONO CONC 4 - 47.9' 14' -15' -12 - 56.8' L 56.8' R

19709'' L0'' R

I-96 (JEFFRIES FRWY)IN DETROIT

11561 S13-82123 FULLERTON AVE HS 204 = 331' Main 332 MONO CONC 4 - 49.21' 15' -16' -12 - 56.4' L 55.8' R

19704'' L4'' R


11562 S14-82123 SCHAEFER RD HS 204 = 286' Main 332 MONO CONC 5 - 58.73' 15' -15' -12 - 57.4' L 57.4' R

19715'' L2'' R


11563 S15-82123 GR RIV LT TRN(M-5) HS 204 = 284' Main 332 MONO CONC 2 - 28.5' 18' -18' -12 - 57.7' L 57.7' R

19712005

8'' L8'' R


- 66 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11564 S16-82123 M-5 GRAND RIVER AV HS 254 = 392' Main 382 MONO CONC 6 - 81.04' 15' -15' -12 - 56.4' L 56.4' R

19712005

9'' L3'' R


11565 S17-82123 MEYERS RD HS 204 = 305' Main 332 MONO CONC 4 - 47.9' 14' -14' -14 - 58.4' L 58.1' R

19719'' L9'' R


11566 S18-82123 WYOMING AVE HS 204 = 303' Main 432 MONO CONC 5 - 86.61' 15' -15' -14 - 56.8' L 56.8' R

19715'' L9'' R


11567 S19-82123 I-96 (JEFFRIES) HS 201 = 180' Main 382 MONO CONC 6 - 125.66'14' -3 - 65.6' R

19717'' R

M-8IN DETROIT

11568 S21-82123 I-96 WB COLLECTOR HS 202 = 338' Main 382 MONO CONC 2 - 43.64' 15' -15' -6 - 62.7' L 85.3' R

19714'' L5'' R

M-8IN DETROIT

11569 S22-82123 I-96 W TO E M-8 HS 202 = 193' Main 332 MONO CONC 1 - 28' 15' -15' -6 - 60.4' L 60.4' R

19742009

0'' L3'' R

M-8IN DETROIT

11570 S23-82123 WB DAV TO EB JEFFR HS 202 = 243' Main 382 MONO CONC 1 - 28' 15' -15' -8 - 71.2' L 75.8' R

19712009

8'' L6'' R


11571 S24-82123 FULLERTON AVE HS 202 = 228' Main 382 EPOXY OVLY 4 - 47.9' 15' -17' -8 - 95.8' L 81.4' R

19717'' L10'' R


11572 S25-82123-3 OAKMAN BLVD EB HS 202 = 233' Main 382 MONO CONC 2 - 38.5' 15' -16' -8 - 72.2' L 71.9' R

19712009

5'' L7'' R


11573 S25-82123-4 OAKMAN BLVD WB HS 202 = 233' Main 382 EPOXY OVLY 2 - 37.9' 14' -16' -8 - 72.2' L 72.2' R

19719'' L1'' R


11574 S26-82123 ELMHURST AVE HS 202 = 155' Main 332 MONO CONC 3 - 37' 15' -15' -8 - 72.5' L 72.5' R

19722009

11'' L7'' R

I-96IN DETROIT

11575 S27-82123 U-TURN N OF G RIV HS 202 = 174' Main 432 MONO CONC 1 - 21.1' 16' -15' -8 - 72.2' L 72.2' R

19722009

11'' L8'' R

I-96IN DETROIT


19722009

1'' L4'' R

I-96IN DETROIT

11577 S29-82123 WEST CHICAGO AVE HS 202 = 174' Main 505 MONO CONC 3 - 59.06' 14' -14' -8 - 70.8' L 70.8' R

20018'' L7'' R

I-96IN DETROIT

11578 S30-82123 LIVERNOIS AVE HS 202 = 199' Main 332 MONO CONC 8 - 92' 14' -15' -8 - 72.2' L 72.2' R

19722009

8'' L5'' R

I-96IN DETROIT

11579 S31-82123 LIVERNOIS LEFT TRN HS 202 = 174' Main 432 MONO CONC 2 - 30.7' 14' -15' -8 - 72.2' L 72.2' R

19722009

7'' L1'' R

I-96IN DETROIT

11580 S32-82123 UNDERWOOD AVE HS 202 = 174' Main 332 MONO CONC 2 - 29.5' 15' -14' -8 - 72.2' L 72.2' R

19722009

3'' L4'' R

I-96IN DETROIT

- 67 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11581 S33-82123 JOY RD HS 202 = 175' Main 332 MONO CONC 4 - 48' 14' -14' -8 - 71.2' L 71.2' R

19722007

11'' L6'' R

I-96IN DETROIT

11582 S34-82123 MAPLEWOOD AVE HS 202 = 199' Main 382 MONO CONC 2 - 40' 14' -15' -8 - 73.5' L 72.2' R

19722007

7'' L0'' R

I-96IN DETROIT

11583 S35-82123 PACIFIC AVE HS 202 = 222' Main 482 MONO CONC 2 - 32' 14' -14' -8 - 67.9' L 67.9' R

19722004

10'' L9'' R

I-96IN DETROIT

11584 S36-82123 W GD BLVD & TIREMA HS 202 = 180' Main 382 LATEX CONC 3 - 40.68' 15' -15' -8 - 71.2' L 73.5' R

19722005

2'' L1'' R

I-96IN DETROIT

11585 S37-82123 W GD BLVD&TIREMAN HS 202 = 193' Main 382 MONO CONC 3 - 47.24' 15' -14' -8 - 71.2' L 73.5' R

19721996

3'' L8'' R

I-96IN DETROIT

11586 S38-82123 MC GRAW AVE HS 204 = 332' Main 332 MONO CONC 4 - 47.9' 14' -14' -12 - 83.3' L 73.5' R

19716'' L6'' R

I-96IN DETROIT

11587 S39-82123 I-96 HS 201 = 56' Main 332 MONO CONC 8 - 143.37'14' -1 - 32.5' R

197120058'' R

RAMP FROM I-94IN DETROIT

11588 S40-82123 I-96 HS 201 = 39' Main 332 MONO CONC 8 - 143.37'14' -1 - 33.5' R

197120059'' R

RAMP TO I-94IN DETROIT

11589 S41-82123 I-96EB TO I-94EB HS 2013 = 1045' Main 482 MONO CONC 1 - 25.92' 16' -15' -18 - 72.8' L 72.8' R

19712004

9'' L3'' R

I-96IN DETROIT

11590 S42-82123 I96WB TO I94WB RMP HS 20+Mod10 = 757' Main 382 MONO CONC 2 - 36.75' 14' -14' -18 - 70.9' L 70.9' R

19712005

6'' L5'' R

I-96 & RAMPIN DETROIT

11591 S43-82123 GD RIV ENT TO I94W HS 203 = 150' Main 482 MONO CONC 1 - 21'15' -2 - 44' R

197120045'' R

RAMP TO I-94IN DETROIT OVER I94WB TO

11592 S44-82123 I94EB RAMP TO I96W HS 203 = 226' Main 382 MONO CONC 1 - 26.9' 14' -16' -6 - 51.8' L 50.5' R

19718'' L4'' R

I-94IN DETROIT

11593 S45-82123 I94WB RAMP TO I96E HS 20+Mod4 = 211' Main 332 MONO CONC 1 - 27.89' 14' -15' -8 - 65' L 74.8' R

19712005

10'' L5'' R

I-94IN DETROIT


19712005

3'' L5'' R

I-94IN DETROIT

11595 S47-82123 GRD RIV AVE EXIT R HS 20+Mod3 = 136' Main 432 MONO CONC 1 - 21'15' -1 - 33.5' R

197120040'' R

I-96 RAMPIN DETROIT

11596 S48-82123 WARREN AV EXIT RMP HS 202 = 148' Main 382 MONO CONC 1 - 24.1'15' -2 - 51.8' R

197120051'' R

I-96 RAMPIN DETROIT

11597 S49-82123 WARREN AV ENT RAMP HS 20+Mod2 = 167' Main 382 MONO CONC 1 - 24.6'14' -2 - 51.8' R

197110'' R

I-96 RAMPIN DETROIT

- 68 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11598 S50-82123 SCOTTEN AVE HS 202 = 177' Main 332 MONO CONC 4 - 47.9' 14' -14' -8 - 72.2' L 72.2' R

19726'' L6'' R

I-96IN DETROIT

11599 S51-82123 EB DAVISON (M-8) HS 201 = 122' Main 382 MONO CONC 2 - 28.87'14' -1 - 26.9' R

197110'' R

I-96 WYOMING EXIT RAMPIN DETROIT


197011'' L9'' R



19729'' L8'' R


11602 X08-82123 CONRAIL SPUR Railroad4 = 287' Main 352 NONE 15' -15' -14 - 55.8' L 55.4' R

19725'' L3'' R


11603 X09-82123 CONRAIL(ABN) Railroad2 = 154' Main 303 NONE 15' -15' -6 - 58.1' L 58.1' R

19717'' L7'' R


11605 P01-82124 SELDEN AV WALKOVER Pedestrian4 = 222' Main 403 MONO CONC 15' -16' -Appr 101 11 - 84' L 84' R

19712007

10'' L0'' R

I-96IN DETROIT

11606 S01-82124 WARREN AVE HS 204 = 256' Main 506 MONO CONC 5 - 81.04' 15' -15' -10 - 91.9' L 94.8' R

19712005

4'' L2'' R

I-96IN DETROIT

11607 S02-82124 BUCHANAN ST HS 204 = 237' Main 332 MONO CONC 4 - 47.9' 16' -14' -10 - 85.3' L 85.3' R

19717'' L7'' R

I-96IN DETROIT

11608 S03-82124 ML KING JR BLVD HS 202 = 174' Main 332 MONO CONC 6 - 93.83' 15' -14' -8 - 72.2' L 72.2' R

19715'' L4'' R

I-96IN DETROIT


19717'' L11'' R



19713'' L8'' R


11611 S01-82125 I-96 EB HS 252 = 166' Main 332 MONO CONC 5 - 79.72'15' -4 - 44' L 57.7' R

19740'' R

EIGHT MILE RDIN LIVONIA

11612 S02-82125 I-96 WB HS 252 = 166' Main 332 MONO CONC 5 - 79.72'14' -4 - 44' L 57.7' R

19747'' R

EIGHT MILE RDIN LIVONIA

11613 S03-82125 SEVEN MILE RD HS 204 = 307' Main 382 MONO CONC 4 - 70' 17' -16' -10 - 99.7' L 99.7' R

19742007

1'' L3'' R

I-96IN LIVONIA

11614 S05-82125 SIX MILE RD HS 204 = 307' Main 382 MONO CONC 4 - 63.98' 17' -16' -10 - 99.7' L 99.7' R

19744'' L6'' R

I-96IN LIVONIA

11615 S01-82131 M-1 WOODARD AVE HS 252 = 193' Main 532 BITUMINOUS 8 - 81.04' 15' -15' -6 - 42.3' L 42.3' R

19960'' L3'' R

M-8 DAVISON FWYIN HIGHLAND PARK

- 69 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11616 X01-82131-5 GTW RR Railroad3 = 126' Main 303 NA 14' -14' -Appr 101 8 - 89.9' R

19350'' L0'' R

M-1IN DETROIT

11617 X01-82131-6 CONRAIL Railroad3 = 126' Main 303 NA 14' -14' -Appr 101 8 - 89.9' R

19350'' L0'' R

M-1IN DETROIT

11618 X02-82131 CR RR Railroad3 = 126' Main 303 NA 13' -13' -Appr 101 8 - 89.9' R

193610'' L10'' R

M-1IN HIGHLAND PARK

11619 B01-82141 M-102 EB HS 20+Mod1 = 70' Main 532 LATEX CONC 5 - 69' 19311987

ROUGE RIVER0.1 MI W OF US-24

11620 B02-82141 M-102 WB HS 251 = 70' Main 532 LATEX CONC 5 - 69' 1987ROUGE RIVER0.1 MI W OF US-24

11621 B03-82141 M-102 H 201 = 40' Main 111 BITUMINOUS 6 - 160' 1931PLUM CR0.5 MI E OF US-24

13482 C01-82141 M-102 H 2035' Main 119 BITUMINOUS 6 - 160' 1959PLUM CREEK0.5 MI E OF US-24

11622 S01-82141-3 M-102 EB HS 254 = 225' Main 506 MONO CONC 5 - 70.21' 15' -15' -10 - 76.4' L 76.4' R

19672002

6'' L7'' R

US-24@ US-24, TELEGRAPH RD

11623 S01-82141-4 M-102 WB HS 254 = 225' Main 506 MONO CONC 5 - 70.21' 14' -14' -10 - 76.4' L 76.4' R

19672002

10'' L8'' R

US-24@ US-24, TELEGRAPH RD

11624 X01-82143 GTW RR Railroad2 = 163' Main 303 NA 14' -14' -Appr 382 8 - 60' L 68.6' R

19311970

7'' L9'' R


11625 B01-82191 I-75 SB HS 20+Mod1 = 67' Main 332 LATEX CONC 4 - 66.93' 19642006

BLAKELY DRAIN0.2 MI S OF TAYLOR

11626 B02-82191 I-75 NB HS 20+Mod1 = 40' Main 332 LATEX CONC 3 - 50.52' 19642006

BLAKELY DRAIN0.2 MI S OF TAYLOR

11627 B03-82191-1 I-75 NB HS 20+Mod32 = 1938' Main 332 LATEX CONC 3 - 46.92'14' -Appr 532 4 - 67.9' R

19665'' R

GODDARD RD, SXTN-KIL DRNIN ALLEN PARK

11628 B03-82191-2 I-75 SB HS 20+Mod33 = 1992' Main 332 LATEX CONC 3 - 46.92'14' -Appr 532 4 - 67.9' R

19666'' R

GODDARD RD, SXTN-KIL DRNIN ALLEN PARK

11629 B06-82191 I-75 RAMP C HS 202 = 25' Main 119 MONO CONC 1 - 54.13' 1966FRANK & POET DRAININ TAYLOR

11630 B07-82191 I-75 & RAMP A HS 202 = 25' Main 119 MONO CONC 7 - 54.13' 1966FRANK & POET DRAININ TAYLOR

11631 C01-82191 I-75 NB HS 2045' Main 119 MONO CONC 8 - 144.8' 2008SILVER CREEK0.3 MI N OF N HURON RI DR

- 70 -

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

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11632 C02-82191 M-85 SB HS 2022' Main 119 MONO CONC 2 - 2008SMITH CREEK1.5 MI N OF N HURON RI DR

11633 C03-82191 I-75 NB/SB & M-85 HS 2022' Main 119 MONO CONC 7 - 2008SMITH CREEK1.5 MI N OF N HURON RI DR

11634 C04-82191 I-75 HS 2022' Main 119 NA 2 - 2006BROWNSTOWN CREEK4.2 MI N OF N HURON RI DR

11636 C06-82191 I-75 HS 2012' Main 319 MONO CONC 6 - 1900SUTCLIFF & KENOPE DRAIN400' NORTH OF ALBERT AVE.

11638 R01-82191-1 I-75 NB HS 20+Mod1 = 147' Main 382 INTEG CONC 3 - 60' 2006GTW RRIN WOODHAVEN

11639 R01-82191-2 I-75 SB HS 20+Mod1 = 147' Main 382 INTEG CONC 3 - 60' 2006GTW RRIN WOODHAVEN

11640 R02-82191-1 I-75 NB HS 20+Mod3 = 213' Main 332 LATEX CONC 3 - 51.5' 19652006

GTW RRIN TAYLOR

11641 R02-82191-2 I-75 SB HS 20+Mod3 = 213' Main 332 LATEX CONC 3 - 51.5' 19652006

GTW RRIN TAYLOR

11642 S01-1-82191 I-75 NB HS 203 = 154' Main 332 MONO CONC 4 - 70'14' -4 - 68' R

20089'' R

NORTH HURON RIVER DRIVEIN ROCKWOOD

13443 S01-2-82191 I-75 SB OTHER154' Main 332 MONO CONC 4 - 76'14' -4 - 68' R

20089'' R

N HURON RIVER DRIVEIN ROCKWOOD

11643 S02-82191 WOODRUFF RD HS 204 = 345' Main 482 MONO CONC 2 - 46' 15' -15' -8 - 57.4' L 55.8' R

20081'' L1'' R

I-75 & M-850.8 MI N OF MONROE COL

11644 S03-82191 M-85 SB HS 202 = 344' Main 382 MONO CONC 2 - 44' 14' -14' -3 - 79.4' L 80.8' R

20059'' L6'' R

I-75 NB@ M-85

11645 S04-82191 GIBRALTAR RD HS 202 = 233' Main 382 EPOXY OVLY 4 - 80.7' 16' -16' -8 - 78' L 67.9' R

19711'' L0'' R

I-750.7 MI N OF M-85

11646 S05-82191 VREELAND RD HS 202 = 185' Main 505 MONO CONC 2 - 40.68' 15' -14' -6 - 86.4' L 86.6' R

20022'' L11'' R

I-75S LTS OF WOODHAVEN

11647 S06-82191-1 I-75 NB HS 201 = 160' Main 382 INTEG CONC 3 - 60'26' -2 - 47.2' L 47.2' R

20064'' R

VAN HORN RDIN WOODHAVEN

11648 S06-82191-2 I-75 SB HS 201 = 160' Main 382 INTEG CONC 3 - 60'26' -2 - 47.2' L 47.2' R

20064'' R

VAN HORN RDIN WOODHAVEN

11649 S07-82191 WEST RD HS 254 = 229' Main 382 EPOXY OVLY 5 - 95.8' 14' -14' -8 - 60.3' L 64.6' R

19868'' L7'' R

I-75IN WOODHAVEN

- 71 -

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

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11650 S08-82191 KING RD HS 202 = 222' Main 382 INTEG CONC 2 - 44' 15' -14' -6 - 82.6' L 79.8' R

20060'' L11'' R

I-75N LTS OF WOODHAVEN

11651 S09-82191 I-75 CONN NB HS 204 = 257' Main 352 LATEX CONC 3 - 45.28' 14' -14' -7 - 71.9' L 62.3' R

195811'' L7'' R

I-75N OF WOODHAVEN

11652 S10-82191 I-75 CONN SB HS 204 = 261' Main 352 LATEX CONC 3 - 45.28' 14' -15' -7 - 62.5' L 72' R

19582'' L6'' R

I-75@US-25 N OF WOODHAVEN

11653 S11-82191 SIBLEY RD H 202 = 200' Main 332 LATEX CONC 5 - 80' 15' -15' -6 - 75.5' L 80.3' R

20063'' L1'' R

I-750.8 MI S OF TAYLOR

11654 S12-82191 PENNSYLVANIA RD H 206 = 351' Main 332 EPOXY OVLY 2 - 32' 14' -15' -8 - 78.6' L 65.6' R

19641991

11'' L1'' R

I-75S LTS OF TAYLOR

11655 S13-82191 I-75 SB HS 20+Mod3 = 190' Main 332 LATEX CONC 3 - 47.4'14' -2 - 44' R

20069'' R

US-24 CONNIN TAYLOR OVER US-24 CONN


19662006

5'' L5'' R

EUREKA RDIN TAYLOR OVER EUREKA RD


19662006

6'' L7'' R

EUREKA RDIN TAYLOR OVER EUREKA RD

11658 S16-82191-1 I-75 NB HS 20+Mod4 = 218' Main 432 EPOXY OVLY 3 - 51.5' 14' -14' -4 - 37' L 37' R

19661991

1'' L3'' R

ALLEN RDS LTS OF SOUTHGATE

11659 S16-82191-2 I-75 SB HS 20+Mod4 = 218' Main 432 EPOXY OVLY 3 - 51.5' 14' -14' -4 - 37' L 37' R

19661991

4'' L6'' R

ALLEN RDS LTS OF SOUTHGATE

11660 S17-82191-1 I-75 NB HS 20+Mod4 = 207' Main 432 LATEX CONC 3 - 51.5' 14' -14' -4 - 29' L 29' R

19662006

9'' L11'' R

NORTH LINE RDIN SOUTHGATE

11661 S17-82191-2 I-75 SB HS 20+Mod4 = 207' Main 432 LATEX CONC 3 - 51.5' 14' -14' -4 - 29' L 29' R

19662006

7'' L5'' R

NORTH LINE RDIN SOUTHGATE

11662 S19-82191 LONDON MOORE RD HS 202 = 141' Main 432 MONO CONC 2 - 29.53' 14' -14' -7 - 65.6' L 59.4' R

19662002

5'' L9'' R

I-75IN LINCOLN PARK

11663 S21-82191-1 I-75 NB HS 2510 = 826' Main 482 MONO CONC 3 - 48.2'14' -8 - 64' L 64' R

196620018'' R

TOLEDO-DIX HWY & RAMP C&IN LINCOLN PARK

11664 S21-82191-2 I-75 SB HS 2510 = 816' Main 482 MONO CONC 3 - 60.3'14' -8 - 64' L 64' R

196620018'' R

TOLEDO-DIX HWY & RAMP C&IN LINCOLN PARK

11665 S22-82191 CAMPAIGN RD HS 202 = 149' Main 432 MONO CONC 4 - 43.96' 15' -14' -6 - 53.5' L 53.1' R

19662002

11'' L11'' R

I-75IN LINCOLN PARK

11666 S23-82191-1 I-75 NB HS 252 = 204' Main 482 MONO CONC 4 - 70.21' 17' -16' -8 - 96.8' L 96.8' R

19662002

6'' L10'' R

M-39IN LINCOLN PARK

- 72 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11667 S23-82191-2 I-75 SB HS 252 = 205' Main 482 MONO CONC 4 - 70.21' 17' -17' -8 - 96.8' L 96.8' R

19662002

9'' L10'' R

M-39IN LINCOLN PARK

11668 S24-82191 I-75 RAMP C NB HS 255 = 453' Main 482 MONO CONC 1 - 30.51'14' -7 - 98.1' L 94.8' R

196620029'' R

TOLEDO DIX HWY RAMP DIN LINCOLN PARK

11669 S25-82191 I-75 RAMP D SB HS 254 = 448' Main 482 MONO CONC 1 - 30.51'14' -7 - 69.9' L 64.3' R

1966200210'' R

TOLEDO DIX HWY & RAMP CIN LINCOLN PARK

11670 B01-82192 M-39 HS 201 = 33' Main 332 LATEX CONC 7 - 116.14' 1963ECORSE CREEKIN ALLEN PARK

11673 B02-82192 M-39 HS 205 = 340' Main 432 MONO CONC 4 - 68.6' 1963ROUGE RIVERIN DEARBORN

11674 B02-82192-5 M-39 NB SERV RD HS 20+Mod5 = 340' Main 432 MONO CONC 2 - 30.84' 1963ROUGE RIVERIN DEARBORN

11675 B02-82192-6 M-39 SB SERV RD HS 20+Mod5 = 340' Main 432 MONO CONC 2 - 30.84' 1963ROUGE RIVERIN DEARBORN

11676 P01-82192 SAWYER AVE WALKOVE Pedestrian14 = 391' Main 303 MONO CONC 14' -14' -Appr 201 8 - 62' L 59.4' R

19614'' L8'' R

M-39IN DETROIT

11677 P03-82192 CATHEDRAL AV WALKO Pedestrian13 = 338' Main 403 MONO CONC 15' -15' -Appr 201 6 - 50.9' L 50.9' R

19612'' L1'' R

M-39IN DETROIT

11678 P06-82192 GLENDALE PED BR Pedestrian14 = 470' Main 332 MONO CONC 20' -20' -Appr 101 14 - 73.8' L 73.8' R

19700'' L0'' R

M-39IN DETROIT

11679 S02-82192-3 OUTER DRIVE S EB HS 202 = 104' Main 432 MONO CONC 5 - 67.59' 14' -14' -6 - 35.4' L 35.4' R

19642001

4'' L4'' R

M-39IN ALLEN PARK

11680 S02-82192-4 OUTER DRIVE S WB HS 202 = 104' Main 432 MONO CONC 5 - 67.59' 14' -14' -6 - 35.4' L 35.4' R

19642001

5'' L4'' R

M-39IN ALLEN PARK

11681 S03-82192 FERN AVE HS 204 = 184' Main 432 MONO CONC 4 - 43.96' 14' -14' -6 - 35.4' L 35.4' R

19642001

2'' L5'' R

M-39IN ALLEN PARK

11682 S04-82192 OAKWOOD BLVD HS 204 = 163' Main 432 MONO CONC 7 - 102.36' 14' -14' -6 - 35.4' L 35.4' R

19642001

6'' L5'' R

M-39IN ALLEN PARK

11683 S05-82192 ROTUNDA DRIVE HS 204 = 180' Main 506 MONO CONC 8 - 117.7' 15' -14' -6 - 51.5' L 51.5' R

19642005

6'' L7'' R

M-39IN DEARBORN

11684 S06-82192 VILLAGE RD HS 254 = 180' Main 432 MONO CONC 4 - 46.26' 14' -16' -6 - 42' L 35.8' R

19642001

3'' L0'' R

M-390.25 MILES S OF RIVER RD

11685 S08-82192-3 HUBBARD AV EB HS 204 = 178' Main 432 MONO CONC 4 - 56.43' 14' -14' -6 - 57.1' L 51.5' R

19641996

7'' L7'' R

M-39IN DEARBORN

- 73 -

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

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11686 S08-82192-4 HUBBARD AV WB HS 204 = 178' Main 432 MONO CONC 4 - 56.43' 14' -14' -6 - 57.1' L 51.5' R

19641996

7'' L6'' R

M-39IN DEARBORN

11687 S09-82192 PAUL AVE HS 20+Mod2 = 128' Main 506 INTEG CONC 4 - 52' 14' -14' -6 - 50.9' L 50.9' R

200510'' L10'' R

M-39IN DETROIT

11688 S10-82192 WARREN AVE HS 20+Mod2 = 109' Main 506 MONO CONC 8 - 72.7' 14' -14' -6 - 50.5' L 50.5' R

19612005

9'' L10'' R

M-39IN DETROIT

11689 S11-82192 TIREMAN AVE HS 20+Mod2 = 129' Main 506 INTEG CONC 4 - 43.96' 14' -14' -6 - 50.9' L 50.9' R

200510'' L6'' R

M-39IN DETROIT

11690 S12-82192 JOY RD HS 20+Mod2 = 109' Main 432 BITUMINOUS 8 - 125' 14' -14' -6 - 50.5' L 50.5' R

19626'' L1'' R

M-39IN DETROIT

11691 S13-82192 FITZPATRICK AVE HS 20+Mod2 = 109' Main 432 BITUMINOUS 2 - 27.89' 14' -14' -6 - 50.5' L 50.5' R

19637'' L7'' R

M-39IN DETROIT

11692 S14-82192 W CHICAGO AVE HS 20+Mod2 = 109' Main 432 BITUMINOUS 5 - 68.9' 15' -14' -6 - 50.5' L 50.5' R

19637'' L3'' R

M-39IN DETROIT

11693 S15-82192 PLYMOUTH ROAD HS 20+Mod2 = 109' Main 432 BITUMINOUS 10 - 133.86' 14' -14' -6 - 50.5' L 50.5' R

19612'' L1'' R

M-39 (SOUTHFIELD)IN DETROIT

11694 S16-82192 WB FULLERTON AVE HS 20+Mod4 = 167' Main 532 BITUMINOUS 4 - 43.96' 16' -16' -8 - 51.2' L 51.2' R

19644'' L6'' R

M-39IN DETROIT

11695 S17-82192 SCHOOLCRAFT AVE HS 20+Mod2 = 109' Main 432 BITUMINOUS 8 - 127.95' 14' -14' -6 - 50.5' L 50.5' R

19611'' L1'' R

M-39IN DETROIT


19295'' L7'' R

M-39IN DEARBORN


196310'' L9'' R

M-39IN DETROIT


19645'' L6'' R

M-39IN DETROIT


19297'' L7'' R

M-39IN ALLEN PARK

11700 X06-82192-3 CONRAIL Railroad1 = 59' Main 325 NA14' -3 - 47.9' R

19333'' R

M-39 SBIN LINCOLN PARK

11701 X06-82192-4 CONRAIL Railroad1 = 59' Main 325 NA14' -8 - 47.9' R

192310'' R

M-39 NBIN LINCOLN PARK

11702 P02-82193 TOURNIER AV CROSSO Pedestrian6 = 241' Main 432 MONO CONC 14' -14' -Appr 101 10 - 88.9' L 95.8' R

196211'' L10'' R

M-39IN DETROIT

- 74 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11703 P03-82193 VASSAR AVE WALKOVE Pedestrian14 = 339' Main 403 MONO CONC 15' -15' -Appr 101 6 - 52.8' L 62' R

196311'' L5'' R

M-39IN DETROIT

11704 S01-82193 LYNDON AVE HS 20+Mod2 = 110' Main 505 MONO CONC 4 - 43.96' 14' -14' -6 - 50.5' L 50.5' R

19615'' L9'' R

M-39IN DETROIT

11705 S02-82193 M-5 GRAND RIVER HS 20+Mod2 = 123' Main 432 MONO CONC 7 - 102.69' 14' -15' -6 - 50.5' L 50.5' R

19637'' L0'' R

M-39 (SOUTHFIELD EXP)IN DETROIT

11706 S03-82193 FENKELL AVE HS 20+Mod2 = 111' Main 432 BITUMINOUS 7 - 90.88' 14' -15' -6 - 50.5' L 50.5' R

19628'' L0'' R

M-39IN DETROIT

11707 S04-82193 PURITAN AVE HS 20+Mod4 = 159' Main 432 LATEX CONC 4 - 43.96' 14' -15' -6 - 50.9' L 50.9' R

196210'' L9'' R

M-39IN DETROIT

11708 S05-82193 6 MI RD HS 20+Mod2 = 109' Main 432 BITUMINOUS 8 - 125' 14' -14' -6 - 50.5' L 50.5' R

19627'' L8'' R

M-39IN DETROIT

11709 S06-82193 OUTER DRIVE HS 202 = 109' Main 432 MONO CONC 8 - 109.91' 14' -14' -6 - 50.5' L 50.5' R

19639'' L10'' R

M-39IN DETROIT

11710 S07-82193 CURTIS AVE HS 202 = 109' Main 532 BITUMINOUS 4 - 43.96' 14' -14' -6 - 50.5' L 50.5' R

19638'' L10'' R

M-39IN DETROIT

11711 S08-82193 7 MI RD HS 202 = 109' Main 432 BITUMINOUS 8 - 125' 14' -14' -6 - 50.5' L 50.5' R

19637'' L8'' R

M-39IN DETROIT

11712 S09-82193 PEMBROKE AVE HS 20+Mod2 = 109' Main 532 BITUMINOUS 4 - 43.96' 14' -14' -6 - 50.5' L 50.5' R

19628'' L10'' R

M-39IN DETROIT

11713 S10-82193 M-102 LEFT TRN RMP HS 202 = 132' Main 332 BITUMINOUS 2 - 23.95' 14' -15' -6 - 50.5' L 50.5' R

196411'' L1'' R

M-39N LIMITS OF DETROIT

11714 S11-82193-3 M-102 EB HS 202 = 109' Main 432 LATEX CONC 4 - 47.9' 16' -16' -6 - 50.5' L 50.5' R

19640'' L3'' R


11715 S11-82193-4 M-102 WB HS 202 = 109' Main 432 LATEX CONC 4 - 72.83' 14' -15' -6 - 50.5' L 50.5' R

19649'' L0'' R


11716 B01-82194 I-75 HS 20+Mod106 = 8627' Main 482 LATEX CONC 8 - 125.1'20' -Appr 382 18 - 99.7' R

196719892'' R

ROUGE R,DEARBORN ST & RRIN DETROIT

11717 B01-82194-5 I-75 NB OFF RAMP HS 20+Mod12 = 533' Main 382 LATEX CONC 1 - 22.97'14' -2 -

196719896'' R

ROUGE RIV, RR, MAINT RDIN DETROIT

11718 B01-82194-6 I-75 SB ON RAMP HS 20+Mod10 = 601' Main 382 LATEX CONC 1 - 22.97'14' -4 - 99.7' R

196719898'' R

ROUGE RIVER & PLEASANT SIN DETROIT

11719 B02-82194 I-75 HS 20+Mod1 = 36' Main 119 BITUMINOUS 7 - 156' 1966ECORSE RIVERIN LINCOLN PARK

- 75 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11720 P01-82194 SOLVAY AVE WALKOVE Pedestrian8 = 294' Main 432 MONO CONC 15' -15' -Appr 201 9 - 72.2' L 72.2' R

196610'' L8'' R

I-75IN DETROIT

11721 P02-82194 BEARD AVE WALKOVER Pedestrian8 = 265' Main 432 MONO CONC 16' -16' -Appr 201 8 - 72.2' L 72.2' R

19672'' L2'' R

I-75IN DETROIT

11722 P03-82194 CASGRAIN AV WALKOV Pedestrian8 = 308' Main 432 MONO CONC 17' -16' -Appr 201 10 - 80.1' L 80.1' R

19673'' L10'' R

I-75IN DETROIT

11723 P04-82194 CALVARY ST WALKOVE Pedestrian9 = 417' Main 403 MONO CONC 20' -15' -Appr 201 11 - 71.9' L 80.1' R

19670'' L11'' R

I-75IN DETROIT

11724 P05-82194 FERDINAND AVE WALK Pedestrian4 = 277' Main 432 MONO CONC 16' -16' -Appr 201 8 - 79.7' L 77.8' R

19675'' L5'' R

I-75IN DETROIT

11725 P06-82194 HUBBARD ST WALKOVE Pedestrian2 = 224' Main 432 MONO CONC 15' -15' -11 - 83.7' L 83.7' R

19704'' L2'' R

I-75IN DETROIT

11726 P07-82194 17TH ST WALKOVER Pedestrian14 = 648' Main 332 MONO CONC 20' -20' -Appr 201 10 - 60' L 88.3' R

19700'' L0'' R

I-75IN DETROIT

11727 P08-82194 GILROY ST WALKOVER Pedestrian14 = 430' Main 407 MONO CONC 15' -14' -Appr 201 8 - 99.7' R

19674'' L6'' R

I-75IN DETROIT

13320 P09-82194 BAGLEY AVE PED Pedestrian417' Main 414 INTEG CONC 2007I-75 AND I-96AMBASSADOR GATEWAY

11729 S01-82194 CICOTTE AVE HS 204 = 190' Main 506 MONO CONC 2 - 27.89' 14' -14' -6 - 60' L 60' R

196611'' L10'' R

I-75IN LINCOLN PARK

11730 S02-82194-1 I-75 NB HS 254 = 290' Main 432 MONO CONC 3 - 57.09'14' -Appr 332 8 - 63.3' L 63.3' R

196620028'' R

OUTER DRIVEIN MELVINDALE

11731 S02-82194-2 I-75 SB HS 254 = 290' Main 432 MONO CONC 3 - 57.09'14' -Appr 332 7 - 63.3' L 63.3' R

196620027'' R

OUTER DRIVEIN MELVINDALE


19662002

5'' L6'' R

SCHAEFER RDIN DETROIT

11733 S05-82194 I-75 HS 254 = 299' Main 482 MONO CONC 9 - 97.77' 15' -14' -Appr 382 8 - 64.3' L 64.3' R

19672002

0'' L9'' R

M-85 (FORT ST)IN DETROIT

11734 S06-82194 I-75 HS 20+Mod10 = 822' Main 382 LATEX CONC 8 - 125.8' 14' -15' -6 - 46.3' L 46.3' R

19671981

9'' L2'' R

FORT STIN DETROIT

11735 S07-82194 SPRINGWELL AVE HS 20+Mod4 = 307' Main 432 LATEX CONC 5 - 83.99' 14' -16' -8 - 72.2' L 72.2' R

19661987

11'' L1'' R

I-75IN DETROIT

11736 S08-82194 GREEN AVE HS 204 = 290' Main 432 LATEX CONC 4 - 43.96' 14' -14' -8 - 72.2' L 72.2' R

19679'' L9'' R

I-75IN DETROIT

- 76 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11737 S09-82194 WATERMAN AVE HS 204 = 310' Main 432 MONO CONC 4 - 47.9' 14' -14' -8 - 72.2' L 72.2' R

19678'' L8'' R

I-75IN DETROIT

11738 S10-82194 LIVERNOIS AVE HS 204 = 230' Main 432 MONO CONC 4 - 47.9' 15' -14' -8 - 72.2' L 72.2' R

19676'' L9'' R

I-75IN DETROIT

11739 S11-82194 JUNCTION AVE HS 20+Mod2 = 152' Main 432 MONO CONC 4 - 47.9' 14' -14' -8 - 71.5' L 71.5' R

19689'' L7'' R

I-75IN DETROIT

11740 S12-82194 CLARK AVE HS 202 = 153' Main 432 LATEX CONC 6 - 109.91' 14' -14' -8 - 71.5' L 71.5' R

197010'' L10'' R

I-75IN DETROIT

11741 S13-82194 W GRAND BLVD SB HS 202 = 197' Main 482 MONO CONC 3 - 36.4' 16' -16' -10 - 84.3' L 84.3' R

20031'' L6'' R

I-75IN DETROIT

11746 S17-82194 VERNOR AVE HS 204 = 316' Main 432 INTEG CONC 5 - 58' 15' -14' -11 - 59.7' L 55.8' R

20074'' L8'' R

I-75IN DETROIT

11747 S18-82194 I-75 SB HS 251 = 52' Main 382 MONO CONC 3 - 56'14' -2 - 44.3' R

197020073'' R

I-96 WBIN DETROIT

11748 S19-82194 US-12 HS 203 = 229' Main 382 MONO CONC 8 - 93.83'13' -3 - 61' R

1970199811'' R

I-75 NBIN DETROIT

11749 S20-82194 US-12 HS 20+Mod3 = 188' Main 332 MONO CONC 8 - 93.83'14' -3 - 61' R

197019988'' R

I-75 SBIN DETROIT

11750 S21-82194 DRAGOON AVE HS 204 = 230' Main 432 MONO CONC 4 - 47.9' 15' -15' -8 - 71.2' L 71.2' R

19674'' L4'' R

I-75IN DETROIT

11751 S22-82194 I-75 RAMP WB TO SB HS 253 = 203' Main 332 MONO CONC 1 - 28'14' -1 - 28.2' R

197020076'' R

RAMP TO WB I-96IN DETROIT

11752 S23-82194 W GRAND BLVD NB HS 202 = 206' Main 482 MONO CONC 3 - 36.4' 16' -16' -10 - 84.3' L 84.3' R

20031'' L8'' R

I-75IN DETROIT

11753 S24-82194 US-12 HS 205 = 254' Main 432 MONO CONC 8 - 94' 14' -14' -4 - 46.9' L 51.2' R

19702005

8'' L9'' R

I-96IN DETROIT

11754 S25-82194 RMP I-96E TO I-75N HS 20+Mod3 = 179' Main 382 MONO CONC 2 - 38.39'14' -3 - 65' R

19706'' R

I-75 SBIN DETROIT

11755 S26-82194 RMP I-96E TO I-75N HS 20+Mod3 = 267' Main 382 MONO CONC 1 - 24.93'15' -3 - 59.7' R

19700'' R

I-75 NBIN DETROIT

11756 S27-82194 RMP I-96E TO I-75N HS 203 = 168' Main 332 MONO CONC 2 - 40'14' -2 - 48.2' R

197020071'' R

I-96 WBIN DETROIT

13312 S29-82194 SB I-75 RMP TO TP HS 25433' Main 482 INTEG CONC 2 - 50' 2007I-75 AND I-96AMBASSADOR GATEWAY

- 77 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

13313 S30-82194 SB I-75 EXIT RAMP HS 25228' Main 482 INTEG CONC 2 - 28'15' -4 -

20074'' R

EB I-96AMBASSADOR GATEWAY

13314 S31-82194 SB I-75 RMP TO VER HS 25400' Main 482 INTEG CONC 1 - 28' 2007I-75 AND WB I-96AMBASSADOR GATEWAY

13315 S32-82194 TRK RMP FRM TP HS 25791' Main 482 INTEG CONC 2 - 38' 2007I-75 AND I-96AMBASSADOR GATEWAY

13316 S33-82194 WB -96 RMP FRM TP HS 25504' Main 482 INTEG CONC15' -4 -

200711'' R

NB I-75AMBASSADOR GATEWAY

13403 S34-82194-2 PLAZA TO I-75 HS 25201' Main 482 INTEG CONC 1 - 28' 2007NB&SB RMPS TO VERNORAMBASSADOR GATEWAY

13317 S34-82194-6 TRUCK INSP TO I-75 HS 251 = 119' Main 382 INTEG CONC 1 - 32'31' -1 -

200711'' R

NB I-75 RMP TO VERNORAMBASSADOR GATEWAY

13318 S35-82194 RMP TO SB I-75 HS 25531' Main 482 INTEG CONC 2 - 46' 2007I-75 AND I-96AMBASSADOR GATEWAY

13319 S36-82194-1 PLAZA TO I-75 NB HS 25132' Main 382 INTEG CONC 30'20' -

20074'' R

I-75 NB RMP TO VERNORAMBASSADOR GATEWAY

13400 S36-82194-4 PLAZA TO I-96 WB HS 25391' Main 482 INTEG CONC 2 - 28' 2007I-75 NB AND VERNOR RAMPSAMBASSADOR GATEWAY


19700'' L7'' R

I-75IN DETROIT

13180 X02-82194 CPR - CONRAIL Railroad61' Main 352 NONE14' -10 - 48.9' R

20057'' R

W BD SERV RD& I-75/I-96IN DETROIT

11758 P01-82195 MARKET ST WALKOVER Pedestrian2 = 176' Main 303 MONO CONC 17' -16' -6 - 71.5' L 71.5' R

19700'' L0'' R

M-3 CONN TO I-75IN DETROIT

11759 P02-82195 COCHRAN AV WALKOVE Pedestrian18 = 918' Main 432 MONO CONC 20' -20' -Appr 101 16 - 94.5' L 94.5' R

19700'' L0'' R

I-75IN DETROIT

11760 S01-82195 14TH ST HS 206 = 330' Main 432 MONO CONC 5 - 57.74' 15' -16' -11 - 54' L 59.1' R

19703'' L6'' R

I-75IN DETROIT


19701998

2'' L0'' R

I-75IN DETROIT

11762 S03-82195 ROSA PARKS ENT RMP HS 201 = 114' Main 382 MONO CONC 1 - 24.28'15' -2 - 44' R

197020036'' R

I-75 S COLLECTOR-DIST RDIN DETROIT

11763 S04-82195 ROSA PARKS EXT RMP HS 20+Mod1 = 116' Main 382 MONO CONC 1 - 24.28'16' -2 - 44' R

197020034'' R

I-75 N COLLECTOR-DIST RDIN DETROIT

- 78 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11764 S05-82195 TRUMBULL AVE HS 206 = 330' Main 482 MONO CONC 6 - 69.88' 14' -14' -12 - 76.4' L 76.8' R

19706'' L7'' R

I-75IN DETROIT

11765 S06-82195 M-10 SB TO EB RAMP HS 20+Mod5 = 242' Main 332 MONO CONC 1 - 26.9' 15' -14' -7 - 60' L 60' R

19702'' L7'' R

I-75 & RAMP TO SBIN DETROIT

11766 S08-82195 I-75 E-N RAMP HS 20+Mod5 = 331' Main 482 MONO CONC 1 - 27.89' 14' -14' -9 - 66.9' L 68.9' R

19708'' L11'' R

M-10IN DETROIT

11767 S09-82195 M-10S TO I-75E RMP HS 20+Mod6 = 399' Main 332 MONO CONC 1 - 25.92' 19' -18' -10 - 73.2' L 72.2' R

19701998

8'' L0'' R

M-10IN DETROIT


19701999

7'' L11'' R

M-10IN DETROIT OVER US-10

11769 S11-82195-2 I-75 SB HS 252 = 236' Main 382 MONO CONC 6 - 62.66' 16' -16' -8 - 99.7' L 99.7' R

19531999

0'' L2'' R

M-10IN DETROIT

11770 S12-82195 M-10N TO I-75S RMP HS 20+Mod4 = 289' Main 432 MONO CONC 1 - 25.92' 20' -20' -7 - 82' L 82' R

19700'' L4'' R

M-10IN DETROIT

11771 S13-82195 I-75 W S RAMP HS 20+Mod4 = 228' Main 332 MONO CONC 1 - 27.89' 15' -18' -6 - 58.7' L 59.7' R

19705'' L1'' R

M-10IN DETROIT

11772 S15-82195 M-10 N-W RAMP HS 206 = 402' Main 332 MONO CONC 1 - 27.56' 18' -17' -9 - 59.4' L 59.4' R

19701998

4'' L0'' R

I-75 & EXIT RAMPSIN DETROIT

11773 S16-82195 I-75 N TO M-10 RMP HS 203 = 192' Main 332 MONO CONC 1 - 24.61'14' -2 - 39.7' R

197019986'' R

M-10 TO I-75N RAMPIN DETROIT

11774 S17-82195 I-75 SB ENT RMP HS 201 = 91' Main 332 MONO CONC 1 - 25.26'14' -1 - 28.2' R

197019982'' R

I-75 NB ENT RAMPIN DETROIT OVER LODGE

11775 S18-82195 THIRD AVE HS 202 = 170' Main 432 MONO CONC 4 - 43.96' 15' -15' -8 - 69.2' L 69.2' R

19671998

0'' L3'' R

I-75IN DETROIT

11776 S19-82195 M-5 GRAND RIV AVE HS 202 = 180' Main 432 MONO CONC 6 - 71.85' 14' -14' -8 - 69.2' L 69.2' R

19671998

6'' L6'' R

I-75IN DETROIT

11777 S20-82195 SECOND BLVD HS 202 = 156' Main 332 MONO CONC 4 - 48.88' 14' -14' -8 - 71.2' L 71.2' R

19671996

5'' L7'' R

I-75IN DETROIT

11778 S23-82195 CASS AVE HS 202 = 172' Main 332 MONO CONC 4 - 54' 14' -15' -8 - 85.6' L 71.2' R

19672007

9'' L1'' R

I-75IN DETROIT

11779 S24-82195 CLIFFORD ST HS 202 = 155' Main 432 MONO CONC 3 - 35.76' 14' -14' -8 - 71.2' L 71.2' R

19671998

8'' L7'' R

I-75IN DETROIT

11780 S25-82195 M-1 WOODWARD AV HS 202 = 165' Main 332 MONO CONC 7 - 90' 14' -15' -9 - 72' L 78.5' R

19672006

8'' L1'' R

I-75IN DETROIT

- 79 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11781 S26-82195 JOHN R HS 202 = 160' Main 332 MONO CONC 4 - 60.37' 14' -14' -8 - 79.7' L 71.2' R

19701998

8'' L5'' R

I-75IN DETROIT

11782 S27-82195 BRUSH ST HS 203 = 203' Main 332 LATEX CONC 3 - 32.81' 15' -15' -8 - 59.4' L 84' R

19704'' L1'' R

I-75IN DETROIT

11783 S28-82195 RUSSELL ST HS 202 = 155' Main 432 MONO CONC 5 - 60' 15' -14' -6 - 69.6' L 69.6' R

19702006

7'' L7'' R

I-75 CONN TO M-3IN DETROIT

11785 B01-82211-1 M-85 NB HS 251 = 39' Main 505 LATEX CONC 2 - 43.96' 1982MARSH CREEK0.5 MI SW OF TRENTON

11786 B01-82211-2 M-85 SB HS 20+Mod1 = 43' Main 101 MONO CONC 3 - 42.98'Appr 505

1958MARSH CREEK.5 MI SW OF TRENTON

11787 B02-82211-1 M-85 NB HS 20+Mod1 = 55' Main 104 BITUMINOUS 3 - 42.65' 1958FRANK & POET DRAININ TRENTON

11788 B02-82211-2 M-85 SB HS 20+Mod1 = 55' Main 104 MONO CONC 3 - 42.65' 1958FRANK & POET DRAININ TRENTON

11789 B03-82211-1 M-85 NB HS 202 = 57' Main 201 MONO CONC 4 - 47.9' 1959SEXTON-KILFOIL DRAININ LINCOLN PARK

11790 B03-82211-2 M-85 SB HS 202 = 57' Main 201 MONO CONC 4 - 47.9' 1959SEXTON-KILFOIL DRAININ LINCOLN PARK

11791 B04-82211 M-85 SB HS 202 = 55' Main 201 MONO CONC 4 - 53.48' 1970ECORSE CREEKIN LINCOLN PARK

11792 B05-82211 M-85 NB HS 202 = 55' Main 201 MONO CONC 4 - 53.48' 1970ECORSE CREEKIN LINCOLN PARK

11793 C01-82211 M-85 NB & I-75 NB OTHER18' Main 119 MONO CONC 2 - 1900SMITH CREEK1.1 MI N OF N HURON RI DR

11794 C02-82211 M-85 SB OTHER12' Main 119 MONO CONC 2 - 1900BROWNSTOWN CREEK3.0 MI N OF N HURON RI DR

11795 C03-82211 M-85 NB OTHER17' Main 119 MONO CONC 2 - 1900BROWNSTOWN CREEK3.0 MI N OF N HURON RI DR

11797 P02-82251 DIVISION AVE WALKO Pedestrian4 = 239' Main 303 EPOXY OVLY 15' -16' -10 - 72.2' L 83.7' R

196110'' L2'' R

I-75IN DETROIT

11798 P03-82251 LELAND ST WALKOVER Pedestrian4 = 227' Main 303 EPOXY OVLY 15' -14' -10 - 83' L 82' R

19614'' L8'' R

I-75IN DETROIT

11799 S01-82251 M-3 (GRATIOT AVE) HS 205 = 299' Main 332 BITUMINOUS 8 - 89.9' 16' -14' -8 - 72.8' L 72.2' R

19631996

2'' L5'' R

I-375DOWNTOWN DETROIT

- 80 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11800 S02-82251 MADISON AVE RAMPS HS 20+Mod6 = 362' Main 382 BITUMINOUS 4 - 67.59'14' -3 - 71.5' R

19644'' R

I-375IN DETROIT

11801 S03-82251 I-75 E N TURN RD HS 20+Mod5 = 398' Main 382 EPOXY OVLY 2 - 34.4' 16' -15' -9 - 65' L 60' R

19645'' L2'' R

I-375IN DETROIT OVER I-375

11802 S04-82251 I-75 S E TURN RD HS 20+Mod5 = 392' Main 382 MONO CONC 1 - 27.56' 15' -20' -10 - 80.7' L 61' R

19641998

5'' L0'' R

I-375IN DETROIT OVER I-375

11803 S05-82251 BRUSH ST ENT RAMP HS 203 = 164' Main 332 BITUMINOUS 1 - 23.62'14' -2 - 38.4' R

197019985'' R

I-75 EB I-375 SB TRN RDYIN DETROIT OVER E N TURN


197019987'' R

I-75 SB TO EB RAMPI-75 & I-375 INTCHG

11806 S07-82251-2 I-75 SB HS 20+Mod1 = 34' Main 302 BITUMINOUS 3 - 53.15'16' -1 - 29.2' R

197019988'' R

I-75 SB TO EB RAMPI-75 & I-375 INTCHG

12810 S07-82251-6 BRUSH ST ENTR RMP HS 201 = 29' Main 302 MONO CONC 1 - 23.62'14' -1 - 29.2' R

1970199810'' R

I-75 SB TO EB RAMPI-75 & I-375 INTERCHANGE

11808 S08-82251-1 M-3 CONN HS 20+Mod7 = 362' Main 332 MONO CONC 2 - 43.96' 16' -18' -10 - 70.9' L 58.4' R

19641998

1'' L8'' R

I-75 & I-375IN DETROIT OVER I-375

11809 S08-82251-2 M-3 CONN HS 20+Mod7 = 362' Main 332 MONO CONC 2 - 41.01' 17' -19' -10 - 70.9' L 58.4' R

19641998

10'' L10'' R

I-75 & I-375IN DETROIT OVER I-375

11810 S09-82251-3 M-3 EB CONN HS 20+Mod1 = 39' Main 332 MONO CONC 3 - 53.15'17' -1 - 28.2' R

196419984'' R

I-375 & I-75 RAMPIN DETROIT OVER I-375 NW

11811 S09-82251-4 M-3 WB CONN HS 20+Mod1 = 39' Main 332 MONO CONC 2 - 41.34'15' -1 - 28.2' R

196419982'' R

I-375 & I-75 RAMPIN DETROIT OVER I-375 NW

11812 S11-82251 I-375 N W TURN RD HS 20+Mod8 = 512' Main 382 MONO CONC 1 - 27.89' 20' -16' -9 - 73.5' L 72.2' R

19631998

0'' L0'' R


11813 S12-82251 M-3 TO I-375 S RMP HS 20+Mod4 = 237' Main 382 MONO CONC 2 - 27.56' 15' -15' -8 - 73.5' L 72.2' R

19631998

11'' L5'' R

I-75IN DETROIT

11814 S13-82251 WILKINS ST & RAMP HS 254 = 229' Main 332 MONO CONC 2 - 48' 14' -14' -10 - 83' L 82.3' R

19612007

9'' L8'' R

I-75IN DETROIT

11815 S14-82251 MACK AVE HS 20+Mod4 = 206' Main 332 MONO CONC 10 - 124.6' 14' -14' -8 - 70.9' L 70.2' R

19612007

8'' L9'' R

I-75IN DETROIT

11816 S15-82251 CANFIELD AVE HS 20+Mod4 = 229' Main 332 MONO CONC 2 - 43.96' 14' -14' -10 - 83' L 87.3' R

19622007

10'' L11'' R

I-75IN DETROIT

11817 S16-82251 WARREN AVE HS 20+Mod4 = 205' Main 332 MONO CONC 12 - 147' 14' -15' -8 - 71.9' L 70.5' R

19622007

6'' L6'' R

I-75IN DETROIT

- 81 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11818 S17-82251 WARREN RMP TO I-75 HS 20+Mod1 = 105' Main 382 MONO CONC 1 - 27.1'14' -2 - 39.7' R

1964200711'' R

I-75 NB TO E&W TURN RDWYIN DETROIT

11819 S18-82251 I-75 SB EXIT RAMP HS 20+Mod1 = 111' Main 382 MONO CONC 1 - 21.5'14' -2 - 39.7' R

196420077'' R

I-75 E&W TO SB TURN RDWYIN DETROIT

11820 S19-82251 FERRY AVE HS 20+Mod3 = 107' Main 332 LATEX CONC 4 - 43.96'15' -2 - 44' R

19622'' R

I-94 E&W RMPS TO I-75 SIN DETROIT

11821 S20-82251 FERRY AVE HS 20+Mod5 = 240' Main 332 LATEX CONC 4 - 43.96' 15' -14' -8 - 58.7' L 66.9' R

19629'' L7'' R

I-75 & TURN RDWYIN DETROIT

11822 S21-82251 I-94 EB ENT RAMP HS 20+Mod3 = 172' Main 332 LATEX CONC 1 - 21.98'14' -2 - 39.7' R

19616'' R

I-75 RAMP TO I-94IN DETROIT

11823 S22-82251 I-94 W-S RAMP HS 20+Mod3 = 165' Main 332 MONO CONC 2 - 34.4'15' -1 - 28.2' R

196420076'' R

I-94EB TO I-75NB RAMPIN DETROIT

11824 S23-82251 I-94EB-I-75NB RAMP HS 20+Mod4 = 307' Main 382 LATEX CONC 1 - 24.28' 18' -15' -6 - 59.7' L 70.5' R

19643'' L10'' R

I-75IN DETROIT

11825 S24-82251 I-94 W-S RAMP HS 254 = 310' Main 382 MONO CONC 2 - 34.12' 17' -18' -8 - 63.3' L 51.5' R

19622002

0'' L6'' R

I-94IN DETROIT

11826 S25-82251 I-75N-I94W RAMP HS 209 = 772' Main 382 MONO CONC 1 - 25.92' 29' -29' -7 - 59.7' L 70.2' R

19642002

11'' L11'' R


11827 S26-82251 I-75N-I94E RAMP HS 20+Mod9 = 585' Main 352 LATEX CONC 1 - 23.62'20' -Appr 332 1 - 24' R

19640'' R

RUSSELL ST CONNIN DETROIT

11828 S27-82251 I-94 HS 20+Mod3 = 188' Main 332 MONO CONC 7 - 115.81' 15' -17' -7 - 59.7' L 68.9' R

19621996

0'' L2'' R

I-75IN DETROIT

11829 S28-82251 I-75 S-W RAMP HS 20+Mod3 = 153' Main 332 LATEX CONC 2 - 38.39'15' -1 - 25.9' R

19640'' R

NORTH SERVICE RDIN DETROIT

11830 S29-82251 I-94 W-S RAMP HS 253 = 186' Main 332 LATEX CONC 2 - 35.1' 14' -14' -7 - 59.7' L 68.9' R

19622002

6'' L8'' R


11831 S30-82251 I-75S TO I-94E RMP HS 20+Mod3 = 274' Main 382 LATEX CONC 1 - 26.25' 14' -14' -8 - 61.4' L 68.9' R

196210'' L10'' R

I-94IN DETROIT

11832 S30-82251-5 I-75 S-E RAMP HS 20+Mod2 = 193' Main 382 LATEX CONC 1 - 26.25' 26' -26' -3 - 61.7' R

19627'' L7'' R

I-75 SBIN DETROIT

11833 S30-82251-6 I-75S/I-94E RAMP HS 20+Mod5 = 360' Main 382 LATEX CONC 1 - 26' 1962I-94 RELIEFIN DETROIT

11834 P03-82252 GREENDALE AVE WALK Pedestrian2 = 208' Main 303 MONO CONC 16' -18' -8 - 72.5' L 72.5' R

19692003

6'' L3'' R

I-75IN DETROIT

- 82 -

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11835 P05-82252 LANTZ AVE WALKOVER Pedestrian2 = 170' Main 303 MONO CONC 16' -16' -8 - 72.5' L 72.5' R

19672003

2'' L0'' R

I-75IN DETROIT

11837 P09-82252 PHILADELPHIA AV WA Pedestrian2 = 203' Main 303 MONO CONC 15' -15' -10 - 84.6' L 84.6' R

19693'' L1'' R

I-75IN DETROIT

11838 R08-82252 I-75 HS 20+Mod4 = 220' Main 506 MONO CONC 10 - 166.8' 19692003

CONRAIL RRIN DETROIT

11839 R10-82252 M-8 E-S RAMP HS 20+Mod3 = 220' Main 382 LATEX CONC 1 - 25.92' 1971GTW RRIN DETROIT

11840 R11-82252 DAVISON TO I-75 RP HS 20+Mod9 = 1071' Main 482 LATEX CONC 1 - 24.28' 20' -16' -9 - 86.3' L 99.7' R

19710'' L5'' R

GTWRR,I-75&DAVISON(M-8)IN DETROIT

11841 S01-82252 PIQUETTE HS 204 = 217' Main 332 BITUMINOUS 2 - 43.96' 14' -14' -10 - 72.2' L 72.2' R

19667'' L7'' R

I-75IN DETROIT

11842 S02-82252 MILWAUKEE AVE HS 204 = 237' Main 332 LATEX CONC 4 - 40.03' 20' -18' -8 - 72.2' L 72.2' R

19692007

0'' L5'' R

I-75IN DETROIT

11843 S03-82252 E GRAND BLVD HS 202 = 152' Main 332 MONO CONC 6 - 72' 14' -14' -8 - 72.2' L 72.2' R

19682007

5'' L6'' R

I-75IN DETROIT

11844 S04-82252 CLAY AVE HS 204 = 204' Main 332 MONO CONC 6 - 82.6' 14' -14' -8 - 72.2' L 72.2' R

19692007

8'' L7'' R

I-75IN DETROIT

11845 S05-82252 HOLBROOK AVE HS 202 = 157' Main 432 LATEX CONC 5 - 75' 15' -15' -8 - 71.2' L 71.2' R

19692007

4'' L2'' R

I-75IN DETROIT

11846 S06-82252 7 MI RD NB LEFT TU HS 20+Mod4 = 216' Main 506 MONO CONC 1 - 20.7' 15' -15' -8 - 72.2' L 72.2' R

20034'' L3'' R

I-75IN DETROIT

11847 S07-82252 7 MI RD HS 204 = 220' Main 332 LATEX CONC 4 - 47.9' 14' -14' -8 - 71.2' L 71.2' R

19672003

10'' L11'' R

I-75IN DETROIT

11848 S08-82252 7 MI RD SB LFT TRN HS 204 = 216' Main 332 LATEX CONC 1 - 18.37' 14' -14' -8 - 72.2' L 72.2' R

19672003

11'' L11'' R

I-75IN DETROIT

11849 S09-82252 STATE FAIR AVE HS 204 = 226' Main 332 MONO CONC 4 - 51.18' 15' -15' -10 - 80.1' L 86.6' R

19671997

0'' L3'' R

I-75IN DETROIT

11850 S10-82252 M-102 8 MILE RD HS 2011 = 1068' Main 482 LATEX CONC 6 - 85.96' 20' -20' -14 - 60' L 60' R

19690'' L0'' R

I-75IN DETROIT OVER I-75 SERV

11851 S10-82252-7 M-102 EB SERV RD HS 202 = 127' Main 332 LATEX CONC 3 - 41' 15' -15' -6 - 60' L 60' R

19692007

2'' L1'' R

I-75IN DETROIT

11852 S10-82252-8 M-102 WB SERV RD HS 202 = 127' Main 332 LATEX CONC 3 - 41.67' 15' -15' -6 - 60' L 60' R

19692007

1'' L1'' R

I-75IN DETROIT

- 83 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11853 S11-82252 DEQUINDRE AVE HS 202 = 216' Main 382 MONO CONC 2 - 28.1' 17' -16' -8 - 71.5' L 71.5' R

19692007

11'' L2'' R

I-75IN HAMTRAMCK

11854 S12-82252 CANIFF AVE & TURN HS 202 = 160' Main 332 MONO CONC 6 - 78.5' 17' -14' -8 - 71.5' L 71.5' R

19692007

4'' L11'' R

I-75IN HAMTRAMCK

11855 S13-82252 COMMER AVE HS 202 = 176' Main 482 MONO CONC 4 - 48' 14' -14' -10 - 83.7' L 83.7' R

19692007

8'' L11'' R

I-75IN HAMTRAMCK

11856 S14-82252 CARPENTER AVE HS 202 = 203' Main 382 MONO CONC 2 - 28.54' 14' -14' -10 - 83.7' L 83.7' R

19692003

8'' L9'' R

I-75IN HAMTRAMCK

11857 S21-82252 I-75 HS 20+Mod3 = 134' Main 332 MONO CONC 10 - 166.8' 22' -22' -2 - 40.4' R

19692003

7'' L6'' R

MODERN AVEIN DETROIT OVER MODERN AV


196920032'' R

MCNICHOLS RDIN DETROIT OVER MCNICHOLS

11859 S23-82252 NEVADA AVE HS 204 = 241' Main 332 MONO CONC 4 - 47.9' 14' -14' -8 - 72.5' L 72.5' R

19692003

7'' L5'' R

I-75IN DETROIT

11860 S24-82252 SAVANNAH AVENUE HS 202 = 198' Main 382 MONO CONC 2 - 25.92' 14' -14' -8 - 71.2' L 71.2' R

19674'' L2'' R

I-75IN DETROIT

11861 S25-82252 I-75N RMP WINCHEST HS 203 = 230' Main 332 MONO CONC 2 - 27.89' 15' -14' -7 - 60' L 60' R

19672003

0'' L5'' R

I-75IN DETROIT

11862 S26-82252 DEQUINDRE U-TURN HS 20+Mod2 = 156' Main 382 MONO CONC 1 - 19.6' 18' -16' -8 - 71.5' L 71.5' R

19692007

3'' L11'' R

I-75IN DETROIT

11863 S27-82252 MEADE ST HS 202 = 183' Main 482 LATEX CONC 2 - 29.86' 17' -14' -10 - 81.7' L 82.7' R

19696'' L10'' R

I-75IN DETROIT


19697'' R

RAMP TO DAVISON(M-8)IN DETROIT OVER RAMP C TO

11865 S29-82252 DEQUINDRE HS 201 = 55' Main 332 LATEX CONC 4 - 47.9'20' -2 - 39.7' R

196920030'' R

I-75 RAMP TO DAVISONIN DETROIT OVER RAMP C TO

11866 S30-82252 DAVISON S SERV RD HS 201 = 99' Main 382 LATEX CONC 2 - 27.89'15' -2 - 39.7' R

196920034'' R

I-75 RAMP CIN DETROIT OVER RAMP C

11867 S31-82252 I-75 & RAMPS C&D HS 20+Mod4 = 261' Main 432 LATEX CONC 9 - 209.65' 15' -14' -8 - 59.7' L 59.7' R

19691'' L8'' R

M-8 DAVISON & SER RDSIN DETROIT

11868 S33-82252 DAVISON RAMP(M-8) HS 20+Mod6 = 659' Main 482 LATEX CONC 1 - 24.28' 22' -21' -10 - 69.9' L 99.7' R

19690'' L10'' R

I-75IN DETROIT OVER I-75 RAMP

11869 S34-82252 DEQUINDRE AVE HS 204 = 200' Main 432 LATEX CONC 4 - 47.9' 15' -14' -6 - 60.4' L 60.4' R

19692003

2'' L9'' R

M-8 DAVISONIN DETROIT

- 84 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne


196920030'' R

RAMP D TO DAVISON(M-8)IN DETROIT OVER N-W RAMPT

11871 S37-82252 DAVISON RMP TO 75 HS 20+Mod4 = 351' Main 382 LATEX CONC 2 - 37.4'18' -4 - 99.7' R

19717'' R

DEQUINDRE AVEIN DETROIT OVER DEQUINDRE

11872 X03-82252 CONRAIL RR Railroad4 = 219' Main 352 NA 15' -16' -10 - 59.7' L 71.9' R

19662'' L4'' R

I-75IN DETROIT

11873 X04-82252 NS RR Railroad4 = 219' Main 352 NA 17' -17' -10 - 59.7' L 71.5' R

19661'' L5'' R

I-75IN DETROIT

11874 X05-82252 CONRAIL & GTW RR Railroad7 = 415' Main 352 NA 20' -20' -14 - 52.5' L 52.5' R

19681'' L0'' R

I-75IN DETROIT OVER I75 &W GD


196910'' L10'' R

I-75IN DETROIT


19401971

7'' L10'' R

M-8 DAVISONIN DETROIT OVER DAVISON

11877 X14-82252 GTW RR Railroad1 = 47' Main 332 NA14' -2 - 39.7' R

19715'' R

I-75 RAMPIN DETROIT I75 RAMP

11878 X14-82252-6 GTW RR Railroad1 = 46' Main 352 NA18' -2 - 39.7' R

19711'' R

I-75 RAMPIN DETROIT I75 RAMP TO M1

11879 R01-82271-1 US-24-I-75 CONN NB HS 20+Mod3 = 182' Main 332 MONO CONC 2 - 40.03' 19632001

CONRAILIN TAYLOR

11880 R01-82271-2 US-24-I-75 CONN SB HS 20+Mod3 = 182' Main 332 MONO CONC 2 - 40' 19632001

CONRAILIN TAYLOR

11881 S01-82271 US-24-I-75 CONN SB HS 20+Mod3 = 143' Main 332 MONO CONC 2 - 40.03'16' -2 - 37.7' R

196420014'' R

RACHO RDIN TAYLOR OVER RACHO RD

11882 S02-82271 US-24 I-75 CONN NB HS 20+Mod3 = 125' Main 332 MONO CONC 2 - 40.03'16' -2 - 37.7' R

196420014'' R

RACHO RDIN TAYLOR OVER RACHO RD

11883 S03-82271 US-24,I-75 CONN SB HS 20+Mod3 = 193' Main 332 INTEG CONC 2 - 39.37'14' -2 - 53.8' R

19642'' R

US-24 NBIN TAYLOR OVER US-24 NB

11884 B01-82291 I-275 SB HS 254 = 296' Main 332 LATEX CONC 4 - 67.2' 19741998

HURON R & METROPARK PATHNEW BOSTON VILLAGE

11885 B02-82291 I-275 NB HS 254 = 285' Main 332 LATEX CONC 3 - 53.2' 1974HURON R & METROPARK PATHNEW BOSTON VILLAGE

11886 N01-82291 BIKE PATH Pedestrian3 = 58' Main 772 TIMBER 1976COUNTY DRAIN500 FT N OF ASH RD

- 85 -

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

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11887 N02-82291 BIKE PATH Pedestrian3 = 58' Main 772 TIMBER 1976COUNTY DRAIN0.5 MI S OF WEST ROAD

11888 N03-82291 BIKE PATH (I-275) Pedestrian4 = 329' Main 332 MONO CONC13' -2 - 42' R

19760'' R

HURON RIVER & METRO PKWY0.4 M N OF HURON RD @ B01

11889 N04-82291 BIKE PATH Pedestrian3 = 39' Main 772 TIMBER 1976COUNTY DRAIN0.3 N OF SIBLEY,W OF RMP

11890 N05-82291 BIKE PATH I-275 Pedestrian3 = 45' Main 772 TIMBER 1976COUNTY DRAIN

11891 N06-82291 BIKE PATH Pedestrian3 = 45' Main 772 TIMBER 1976COUNTY DRAIN0.2 MI N OF PENN. ROAD

11892 N07-82291 BIKE PATH Pedestrian3 = 45' Main 772 TIMBER 1976COUNTY DRAIN0.3 MI S OF EUREKA ROAD

11893 N09-82291 BIKE PATH Pedestrian3 = 46' Main 772 TIMBER 1976COUNTY DRAIN200 FT N OF EUREKA ROAD

11894 N10-82291 BIKE PATH I-275 Pedestrian3 = 58' Main 772 TIMBER 1976DRAINAGE DITCHI-275 SB TO I-94, WB RAMP

11895 R01-82291 I-275 SB HS 253 = 180' Main 332 LATEX CONC 3 - 59.2' 1973CSX RRIN ROMULUS

11896 R03-82291 I-275 NB HS 253 = 190' Main 332 LATEX CONC 3 - 53.2' 1974CSX RRIN ROMULUS (SW)

11897 S01-82291 WILL CARLETON RD HS 202 = 286' Main 382 LATEX CONC 2 - 44.5' 17' -16' -6 - 99.7' L 99.7' R

19743'' L6'' R

I-275WAYNE MONROE CO LINE

11898 S02-82291 WILLOW RD HS 202 = 286' Main 382 MONO CONC 2 - 44.5' 16' -16' -6 - 99.7' L 99.7' R

19744'' L5'' R

I-2750.8 MI E OF WILLOW

11899 S03-82291 SOUTH HURON HS 202 = 295' Main 382 MONO CONC 6 - 81.5' 16' -16' -7 - 99.7' L 99.7' R

19745'' L5'' R

I-2751.9 MI SE OF NEW BOSTON

11900 S04-82291 HURON RIVER DRIVE HS 204 = 420' Main 382 MONO CONC 2 - 47.3' 16' -16' -6 - 99.7' L 99.7' R

19742010

6'' L10'' R

I-2751.0 MI SE OF NEW BOSTON

11901 S05-82291 SIBLEY RD HS 202 = 288' Main 382 MONO CONC 5 - 63.98' 17' -16' -6 - 99.7' L 99.7' R

19745'' L6'' R

I-2750.7 MI E OF NEW BOSTON

11902 S06-82291 PENNSYLVANIA RD HS 202 = 288' Main 382 MONO CONC 2 - 44.5' 16' -17' -6 - 99.7' L 99.7' R

19749'' L9'' R

I-275@ S LIMITSOF ROMULUS

11903 S07-82291 EUREKA RD HS 202 = 288' Main 382 LATEX CONC 5 - 75.13' 16' -16' -8 - 99.7' L 99.7' R

19749'' L7'' R

I-275IN ROMULUS

- 86 -

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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11904 S08-82291 I-275 SB HS 253 = 210' Main 382 LATEX CONC 3 - 59.2'14' -2 - 67.9' R

19748'' R

NORTHLINE RDIN ROMULUS

11905 S09-82291 I-275 SB HS 251 = 137' Main 382 MONO CONC 3 - 53.2'14' -2 - 63.3' R

19748'' R

HURON RIVER DRIVEIN ROMULUS

11906 S10-82291 GRANT RD HS 204 = 402' Main 382 MONO CONC 4 - 52' 16' -15' -7 - 99.7' L 99.7' R

19743'' L11'' R

I-275IN ROMULUS

11907 S11-82291 I-94 EB HS 20+Mod4 = 360' Main 382 LATEX CONC 4 - 60.37' 18' -18' -8 - 99.7' L 99.7' R

197210'' L9'' R

I-275IN ROMULUS

11908 S13-82291 I-275 NB HS 253 = 201' Main 382 LATEX CONC 3 - 53.2'15' -2 - 67.9' R

197410'' R

NORTHLINE RDIN ROMULUS

11909 S14-82291-4 I-94 WB HS 20+Mod4 = 360' Main 382 LATEX CONC 3 - 53.81' 17' -17' -9 - 99.7' L 99.7' R

19725'' L1'' R

I-275IN ROMULUS

11910 S14-82291-8 I-94 WB COLLECTOR HS 20+Mod4 = 360' Main 382 LATEX CONC 2 - 38.2' 16' -16' -9 - 99.7' L 99.7' R

19722010

11'' L4'' R

I-275IN ROMULUS

11911 S15-82291 I-275 NB HS 251 = 138' Main 382 MONO CONC 3 - 53.2'14' -2 - 67.9' R

19746'' R

HURON RIVER DRIVEIN ROMULUS

11912 S16-82291-4 I-94 WB HS 20+Mod1 = 123' Main 382 MONO CONC 3 - 53.81'16' -2 - 53.8' R

19729'' R

I-275 SB TO I-94 EB RAMPIN ROMULUS

11913 S16-82291-8 I-94 WB COLLECTOR HS 20+Mod1 = 122' Main 382 MONO CONC 1 - 28'16' -2 - 53.8' R

197220107'' R


11914 S17-82291 I-94 EB HS 20+Mod1 = 128' Main 382 MONO CONC 3 - 53.81'16' -2 - 53.8' R

19724'' R


11915 S18-82291 I-275 TO I-94 RAMP HS 254 = 364' Main 382 MONO CONC 1 - 36.5' 16' -16' -7 - 99.7' L 99.7' R

19741'' L3'' R

I-275IN ROMULUS (WEST)

11916 X02-82291 NS RR Railroad4 = 375' Main 352 NONE 16' -16' -8 - 99.7' L 99.7' R

19722'' L6'' R

I-275IN ROMULUS (EAST)

11917 X04-82291 NS RR Railroad1 = 81' Main 352 NONE16' -1 - 37.7' R

19724'' R

I-275 EXIT RAMP FIN ROMULUS

11918 B01-82292 I-275 SB EXIT RAMP HS 254 = 227' Main 332 LATEX CONC 1 - 23.5' 19742006

LOWER ROUGE R/BIKE PATH2.5 MI W OF WAYNE

11919 B02-82292 I-275 SB HS 254 = 238' Main 532 MONO CONC 3 - 54.13' 1974LOWER ROUGE R/BIKE PATH2.5 MI W OF WAYNE

11920 B03-82292 I-275 NB HS 254 = 238' Main 532 MONO CONC 3 - 54.13' 1974LOWER ROUGE R/BIKE PATH2.5 MI W OF WAYNE

- 87 -

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11921 B04-82292 I-275 SB HS 253 = 106' Main 332 MONO CONC 3 - 54.79' 1974FELLOWS CREEK2.0 MI NW OF WAYNE

11922 B05-82292 I-275 NB ON RAMP HS 254 = 243' Main 332 MONO CONC 1 - 24.93' 1974LOWER ROUGE R/BIKE PATH0.25 MI W OF WAYNE

11923 B06-82292 I-275 NB HS 253 = 106' Main 332 MONO CONC 3 - 54.79' 1974FELLOWS CREEK2.0 MI NW OF WAYNE

11924 B07-82292 I-275 RAMP HS 251 = 54' Main 332 MONO CONC 1 - 24.93' 1974MCCLAUGHREY DRAIN1 MI SW OF WAYNE

11925 B08-82292 I-275 SB HS 251 = 54' Main 332 MONO CONC 3 - 55.12' 1974MCCLAUGHREY DRAIN1 MI SW OF WAYNE

11926 B09-82292 I-275 NB HS 251 = 54' Main 332 MONO CONC 3 - 55.12' 1974MCCLAUGHREY DRAIN1 MI SW OF WAYNE

11927 B10-82292 I-275 RAMP HS 251 = 54' Main 332 MONO CONC 2 - 36.09' 1974MCCLAUGHERY DRAIN1 MI SW OF WAYNE

11928 C01-82292 I-275 HS 20+Mod10' Main 119 MONO CONC 6 - 1976BELL DRAIN0.5 MI NORTH OF ECORSE RD

11929 C02-82292 I-275 RAMP SB HS 20+Mod11' Main 119 MONO CONC 2 - 1976SMITH DRAIN0.2 MI SOUTH OF FORD RD

11930 C03-82292 I-275 OTHER11' Main 119 MONO CONC 6 - 1976SMITH DRAIN0.2 MI SOUTH OF FORD RD

11931 C04-82292 I-275 RAMP NB OTHER11' Main 119 MONO CONC 2 - 1976SMITH DRAIN0.2 MI SOUTH OF FORD RD

11932 N01-82292 BIKE PATH (I-275) Pedestrian1 = 102' Main 772 MONO CONC 1976FELLOWS CREEK0.8 MI W OF WESTLAND

11933 N02-82292 BIKE PATH (I-275) Pedestrian1 = 68' Main 772 BITUMINOUS 1976LOWER ROUGE RIVER2.5 MI W OF WAYNE

11934 N03-82292 BIKE PATH I-275 Pedestrian3 = 57' Main 772 TIMBER 1976DRAINAGE DITCHN SIDE OF HANNAN RD

11935 N04-82292 BIKE PATH I-275 Pedestrian2 = 33' Main 772 TIMBER 1976DRAINAGE DITCH0.5 MI S OF TYLER RD

11936 N05-82292 BIKE PATH I-275 Pedestrian2 = 32' Main 772 TIMBER 1976DRAINAGE DITCH0.2 MI S OF TYLER RD

11937 N06-82292 BIKE PATH I-275 Pedestrian3 = 57' Main 772 TIMBER 1976MC CLAUGHREY DRAIN0.1 MI S OF ECORSE RD

- 88 -

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11938 N07-82292 BIKE PATH I-275 Pedestrian2 = 31' Main 772 TIMBER 1976BELL DRAIN0.5 MI N OF ECORSE RD

11939 N08-82292 BIKE PATH I-275 Pedestrian3 = 45' Main 772 TIMBER 1976.5 MI N OF US-12

11940 N09-82292 BIKE PATH I-275 Pedestrian3 = 45' Main 772 TIMBER 1976SMITH DRAIN0.2 MI S OF M-153

11941 R01-82292 I-275 SB HS 253 = 155' Main 532 MONO CONC 3 - 54.13' 1974CONRAIL2.2 MI.W OF WAYNE

11942 R02-82292 I-275 NB HS 253 = 155' Main 532 MONO CONC 3 - 53.81' 1974CONRAIL2.2 MI W OF WAYNE

11943 S01-82292 HANNAN RD HS 202 = 298' Main 382 MONO CONC 2 - 45.93' 17' -16' -6 - 99.7' L 99.7' R

19741'' L4'' R

I-275IN ROMULUS

11944 S02-82292 TYLER RD. HS 202 = 292' Main 382 MONO CONC 2 - 41.99' 16' -16' -6 - 99.7' L 99.7' R

19748'' L6'' R

I-2753.0 MI NE OF BELLEVILLE

11945 S03-82292 ECORSE RD. HS 252 = 288' Main 382 MONO CONC 5 - 59.71' 15' -16' -6 - 99.7' L 99.7' R

197410'' L8'' R

I-2751 MI SW OF WAYNE


19749'' R

VAN BORN ROAD2.2 MI W OF WAYNE

11947 S05-82292 I-275 SB HS 252 = 269' Main 382 MONO CONC 3 - 62.01' 16' -16' -8 - 95.8' L 93.8' R

19746'' L9'' R

MICHIGAN AVE(US-12)3/4 MI W OF W OF LI WAYNE

11948 S06-82292 PALMER RD HS 202 = 293' Main 382 MONO CONC 2 - 45.93' 15' -17' -6 - 99.7' L 99.7' R

19749'' L4'' R

I-2751 MI NW OF WAYNE

11949 S07-82292 CHERRY HILL RD HS 202 = 290' Main 382 MONO CONC 2 - 45.93' 16' -16' -6 - 99.7' L 99.7' R

19740'' L9'' R

I-2752 MI NW OF WAYNE


19725'' L10'' R

M-153 (FORD RD)5 MI W OF GARDEN CITY


19742'' R

VANBORN ROAD2.2 MI W OF WAYNE

11952 S11-82292 I-275 NB HS 252 = 269' Main 382 MONO CONC 4 - 62.01' 16' -17' -9 - 95.8' L 93.8' R

19749'' L6'' R

MICHIGAN AVE(US-12)3/4 MI W OF WAYNE C LTS

11953 S15-82292 I-275 NB HS 20+Mod2 = 180' Main 382 MONO CONC 4 - 62.66' 17' -18' -6 - 57.7' L 58.1' R

197210'' L0'' R

M-153 (FORD RD)5 MI W OF GARDEN CITY

11954 B01-82293 I-275 SB HS 20+Mod1 = 35' Main 532 MONO CONC 3 - 53.81' 1972TONQUISH CR3.5 MI SE OF PLYMOUTH

- 89 -

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne

11955 B02-82293 I-275 SB HS 20+Mod2 = 170' Main 332 MONO CONC 3 - 52.5' 1972MIDDLE ROUGE RIV.3 MI W OF LIVONIA LTS

11956 B03-82293 I-275 NB HS 20+Mod2 = 170' Main 332 MONO CONC 3 - 53.81' 1972MIDDLE ROUGE RIVER.3 MI W OF LIVONIA LTS

11957 B04-82293 I-275 NB HS 20+Mod1 = 35' Main 532 MONO CONC 3 - 53.81' 1972TONQUISH CR3.5 MI SE OF PLYMOUTH

11958 N01-82293 BIKE PATH I-275 Pedestrian3 = 58' Main 772 TIMBER 1976TONQUISH CREEK0.2 MI N OF WARREN RD

11959 R01-82293 I-275 NB HS 203 = 206' Main 332 MONO CONC 3 - 54.79' 1972CSX RR1 MI W OF LIVONIA

11960 R02-82293 I-275 SB HS 204 = 285' Main 332 MONO CONC 4 - 62.01' 1971CSX RRIN LIVONIA

11961 R03-82293 I-275 SB HS 203 = 206' Main 332 MONO CONC 3 - 54.79' 1972CSX RR1.0 MI W OF LIVONIA

11962 R04-82293-1 I-275 NB HS 204 = 296' Main 382 MONO CONC 3 - 53.81' 1971CSX RRIN LIVONIA

11963 R04-82293-5 I-275 RAMP N HS 205 = 323' Main 332 MONO CONC 1 - 27.56' 19712001

CSX RRIN LIVONIA

11964 S01-82293 WARREN RD HS 204 = 326' Main 382 MONO CONC 2 - 45.93' 18' -19' -6 - 99.7' L 99.7' R

19724'' L4'' R

I-2753 MI SE OF PLYMOUTH

11965 S02-82293 JOY RD HS 204 = 326' Main 382 MONO CONC 2 - 45.93' 17' -16' -6 - 99.7' L 99.7' R

19727'' L4'' R

I-275.5 MI W OF LIVONIA LTS

11966 S03-82293 ANN ARBOR RD HS 202 = 262' Main 382 MONO CONC 6 - 99.74' 16' -16' -8 - 97.1' L 97.1' R

19727'' L2'' R

I-275.5 MI W OF LIVONIA

11967 S04-82293 ANN ARBOR TRAIL HS 204 = 345' Main 382 MONO CONC 2 - 45.93' 16' -16' -7 - 99.7' L 97.4' R

19726'' L9'' R



19727'' R

E HINES DR.3 MI W OF LIVONIA LTS

11969 S06-82293 PLYMOUTH RD HS 202 = 228' Main 382 MONO CONC 4 - 51.84' 16' -15' -6 - 82.3' L 83' R

19715'' L11'' R


11970 S07-82293 I-275 SB HS 204 = 293' Main 382 MONO CONC 4 - 62.01'14' -4 - 82.3' L 82.3' R

19716'' R

SCHOOLCRAFT RD.3 MI W OF LIVONIA

11971 S08-82293 I-275NB TO I-96EB HS 204 = 296' Main 532 MONO CONC 1 - 26.9'14' -4 - 96.1' L 94.2' R

197120016'' R


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STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Wayne


19718'' L9'' R

M-14.3 MI W OF LIVONIA


19710'' L10'' R


11974 S10-82293-5 I-275 NB COLLECTOR HS 204 = 453' Main 382 MONO CONC 2 - 35.76' 18' -18' -8 - 95.1' L 99.7' R

19711'' L1'' R


11975 S11-82293 SB TO EB I-96 HS 203 = 311' Main 382 MONO CONC 2 - 41.99'16' -3 - 8.2' L 7.5' R

19715'' R

I-275 NB.3 MI W OF LIVONIA

11976 S12-82293 FIVE MI RD HS 206 = 594' Main 382 MONO CONC 5 - 59.71' 17' -16' -10 - 99.7' L 99.7' R

19715'' L10'' R

I-96LIVONIA

11977 S14-82293 SB TO EB I-96 HS 203 = 276' Main 382 MONO CONC 2 - 41.99'15' -3 - 53.8' R

19711'' R

M-14 WBIN LIVONIA


19729'' R

E HINES DR.3 MI W OF LIVONIA LTS


19725'' R

KOPPERNICK RD1 MI W OF LIVONIA LTS


19726'' R

KOPPERNICK RD1 MI W OF LIVONIA

11981 S18-82293-1 I-275 NB HS 204 = 293' Main 532 MONO CONC 3 - 53.81'14' -4 - 82.3' L 82.3' R

19716'' R


11982 S18-82293-5 I-275 NB COLLECTOR HS 204 = 294' Main 532 MONO CONC 1 - 26.9'14' -4 - 82.3' L 82.3' R

197120016'' R


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Documents

MDOT REPORT NO. 44 METRO REGION - michigan.gov€¦ · michigan department of transportation mdot report number 44 metro region state highway bridges and grade separations may 20,