MDOT REPORT NO. 44 BAY REGION - michigan.gov€¦ · michigan department of transportation mdot...

MMDDOOTT RREEPPOORRTT NNOO.. 4444 BBAAYY RREEGGIIOONN

SSTTAATTEE HHIIGGHHWWAAYY BBRRIIDDGGEESS,, CCUULLVVEERRTTSS AANNDD GGRRAADDEE SSEEPPAARRAATTIIOONNSS

CCOONNSSTTRRUUCCTTIIOONN AANNDD TTEECCHHNNOOLLOOGGYY DDIIVVIISSIIOONN MMAAYY 2200,, 22001100

MICHIGAN DEPARTMENT OF TRANSPORTATION MDOT REPORT NUMBER 44

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

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

STEVEN K. GIRARD JAMES S. SCALICI

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

Cost Per Copy:

Bridges & Grade Separations Codes Used For Structure Type

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

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

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

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

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

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

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

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

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

STRUCTURE IDSTR NUM FACILITY CARRIED

FEATURE INTERSECTEDAND LOCATION

NO. SPANS = TOT. LENGTH

STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON

LNS ON - RD WIDTH LNS UN - HORIZ CLR

VERT CLEAR

**************Arenac

376 B01-06021 M-61 HS 201 = 24' Main 101 BITUMINOUS 2 - 37.73' 1952M BR PINE RIVER2.0 MI W OF STANDISH

377 B02-06021 M-61 HS 201 = 24' Main 101 BITUMINOUS 2 - 37.73' 1952M BR PINE RIVER1.7 MI W OF STANDISH

378 C01-06021 M-61 HS 20+Mod1 = 12' Main 119 NA 4 - 1950DOBBSON DRAINW CEDAR ST IN STANDISH

379 R01-06031 M-33 CONN HS 205 = 315' Main 332 LATEX CONC 2 - 33.79'18' -2 - 42' R

19681'' R

D&M RR & OLD M-761.0 MI N OF ALGER

380 B01-06041 US-23 HS 202 = 24' Main 219 MONO CONC 4 - 1968N BRANCH PINE RIVER1.0 MI W OF M-13

381 S01-06041 MELITA ROAD H 155 = 269' Main 332 MONO CONC 2 - 29.86' 14' -14' -4 - 65.9' L 65.9' R

19684'' L11'' R

US-230.3 MI E OF JCT I-75

382 S02-06041 US-23 EB CONN HS 20+Mod4 = 173' Main 532 MONO CONC 2 - 40.68' 14' -14' -4 - 51.8' L 51.8' R

19688'' L8'' R

M-132.0 MI SW OF STANDISH

383 B01-06071 M-13 HS 253 = 83' Main 505 MONO CONC 4 - 66.93' 19371998

SAGANING CREEK4.0 MI S OF STANDISH

384 B02-06071 M-13 H 203 = 96' Main 302 BITUMINOUS 4 - 68.9' 19351998

S BR PINE RIVER3.0 MI S OF STANDISH

385 C01-06071 M-13 HS 20+Mod1 = 15' Main 119 NA 4 - 19351952

COUNTY DRAIN2.9 MI S OF STANDISH

386 C02-06071 US-23 HS 20+Mod1 = 14' Main 119 NA 4 - 1928LINCOLN COUNTY DRAIN1.9 MI S OF STANDISH

387 C03-06071 US-23 HS 20+Mod1 = 10' Main 119 NA 5 - 1935DOBBSON DRAIN0.2 MI N/M-61 IN STANDISH

388 B01-06072 US-23 HS 251 = 38' Main 119 BITUMINOUS 2 - 68.9' 2001N BR PINE RIVER1.8 MI NE OF STANDISH

389 B02-06072 US-23 H 151 = 23' Main 104 BITUMINOUS 4 - 47.9' 2000SAVERINE CREEK3.0 MI SW OF OMER

390 B03-06072 US-23 HS 202 = 120' Main 332 MONO CONC 2 - 51.84' 1972RIFLE RIVERIN OMER

391 B04-06072 US-23 HS 251 = 29' Main 505 MONO CONC 4 - 58.73' 1994MIDDLE BR PINE RIVERIN STANDISH

392 C01-06072 US-23 HS 20+Mod1 = 10' Main 119 NA 2 - 44' 1930BR PINE RIVERAT WYATT RD

- 1 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Arenac

393 C02-06072 US-23 HS 20+Mod1 = 14' Main 119 NA 2 - 1930BR PINE RIVER3.2 MI NE OF STANDISH

394 C03-06072 US-23 HS 20+Mod1 = 10' Main 119 NA 2 - 1930BR SAVERINE CREEK2.5 MI SW OF OMER

395 C04-06072 US-23 H 201 = 10' Main 119 NA 2 - 1930BR SAVERINE CREEK1.6 MI SW OF OMER

396 C05-06072 US-23 HS 20+Mod1 = 10' Main 119 NA 2 - 19301964

MEAD DRAIN2.4 MI E OF OMER

397 B01-06073 US-23 H 151 = 31' Main 104 BITUMINOUS 2 - 34.78' 1931BIG CREEK2.3 MI E OF M-65

398 B02-06073 US-23 H 152 = 120' Main 302 MONO CONC 2 - 29.86' 1930AU GRES RIVERIN AU GRES

399 B03-06073 US-23 H 151 = 23' Main 119 MONO CONC 2 - 47.24' 1999DRAIN2.4 MI S OF IOSCO CO LINE

400 B04-06073 US-23 HS 201 = 114' Main 332 INTEG CONC 2 - 47.9' 1972WHITNEY DRAIN1.0 MI S OF IOSCO CO LINE

401 C01-06073 US-23 HS 20+Mod1 = 12' Main 119 NA 2 - 19301963

SAGER CREEK0.1 MI E OF SWENSON RD

402 C02-06073 US-23 H 201 = 16' Main 119 NA 2 - 1930SILVER DRAIN6.6 MI NE OF AU GRES

403 B01-06091 M-65 H 151 = 27' Main 104 INTEG CONC 2 - 35.76' 1936BIG CREEK2.0 MI S OF TWINING

404 C01-06091 M-65 H 201 = 13' Main 119 NA 2 - 1936JOSE COUNTY DRAIN1.3 MI N OF US-23

405 C02-06091 M-65 H 201 = 10' Main 119 NA 2 - 1936BUM CREEK4.3 MI N OF US-23

406 C03-06091 M-65 H 201 = 13' Main 119 NA 2 - 1936CEDAR CREEK DRAIN0.7 MI N OF TWINING

407 B03-06111 I-75 SB HS 202 = 38' Main 219 MONO CONC 2 - 79.72' 1968S BR PINE RIVER5.5 MI SW OF STANDISH

408 B04-06111 I-75 NB HS 20+Mod2 = 38' Main 219 MONO CONC 2 - 35.76' 1968S BR PINE RIVER5.5 MI SW OF STANDISH

409 C01-06111 I-75 HS 20+Mod2 = 20' Main 119 NA 4 - 47.9' 1968LINCOLN DRAIN0.5 MI N OF WORTH RD

- 2 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Arenac

410 C02-06111 I-75 SB HS 20+Mod1 = 12' Main 119 NA 2 - 36.09' 1968BR S BR PINE RIVER0.5 MI N OF US-23 CONN

411 C03-06111 I-75 NB HS 20+Mod1 = 12' Main 119 NA 2 - 36.09' 1968BR S BR PINE RIVER0.5 MI N OF US-23 CONN

412 C04-06111 I-75 SB HS 20+Mod1 = 10' Main 119 NA 2 - 36.09' 1968ARMSTRONG DRAIN1.1 MI N OF US-23 CONN

413 C05-06111 I-75 NB HS 20+Mod1 = 10' Main 119 NA 2 - 36.09' 1968ARMSTRONG DRAIN1.1 MI N OF US-23 CONN

414 C06-06111 I-75 SB & RAMP HS 20+Mod2 = 30' Main 319 NA 2 - 35.76' 1968MID BRANCH PINE RIVER0.2 MI N OF M-61

415 C07-06111 I-75 NB & RAMP HS 20+Mod2 = 30' Main 319 NA 2 - 35.76' 1968MID BRANCH PINE RIVER0.2 MI N OF M-61

416 C08-06111 I-75 SB HS 20+Mod2 = 30' Main 319 NA 2 - 35.76' 1968N BRANCH PINE RIVER0.1 MI S OF MI PT 193

417 C09-06111 I-75 NB HS 20+Mod2 = 30' Main 319 NA 2 - 35.76' 1968N BRANCH PINE RIVER0.1 MI S OF MI PT 193

418 C10-06111 I-75 SB HS 251 = 17' Main 119 NA 2 - 36.09' 2005WELLS CREEKAT MI PT 201A

419 C11-06111 I-75 NB HS 251 = 17' Main 119 NA 2 - 36.09' 2005WELLS CREEK3.8 MI S OF OGEMAW COL

420 S01-06111 WORTH ROAD H 152 = 215' Main 432 MONO CONC 2 - 29.86' 16' -15' -4 - 79.7' L 79.7' R

19682'' L11'' R

I-756.5 MI SW OF STANDISH

421 S02-06111 US-23 HS 205 = 340' Main 332 MONO CONC 2 - 32.48' 16' -16' -4 - 65.3' L 68.2' R

19682'' L2'' R


422 S03-06111 I-75 SB HS 20+Mod3 = 112' Main 532 MONO CONC 2 - 40.68'14' -2 - 45.9' L 45.9' R

19685'' R

M-614.0 MI W OF STANDISH

423 S04-06111 I-75 NB HS 20+Mod3 = 112' Main 532 MONO CONC 2 - 40.68'15' -2 - 45.9' L 45.9' R

19681'' R

M-614.0 MI W OF STANDISH

424 S05-06111 LINCOLN ROAD H 153 = 156' Main 532 MONO CONC 2 - 29.86' 16' -16' -2 - 50.9' L 51.2' R

19682'' L7'' R

I-75 SB2.4 MI S OF STERLING

425 S06-06111 LINCOLN ROAD H 153 = 156' Main 532 MONO CONC 2 - 29.86'16' -2 - 51.2' R

19686'' R

I-75 NB2.4 MI S OF STERLING

426 S07-06111 STERLING ROAD H 156 = 384' Main 532 MONO CONC 2 - 29.86' 18' -16' -4 - 64.3' L 64.3' R

19681'' L3'' R

I-752.0 MI W OF STERLING

- 3 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Arenac

427 S11-06111 M-33 HS 206 = 381' Main 532 LATEX CONC 3 - 45.93' 16' -20' -5 - 62.7' L 62.7' R

19686'' L0'' R

I-751.0 MI N OF ALGER

428 S13-06111 US-23 RAMP F I-75 HS 205 = 348' Main 332 MONO CONC 2 - 24.28' 16' -16' -4 - 59.7' L 64.6' R

19681'' L3'' R


- 4 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Bay

579 B01-09011 M-84 H 151 = 61' Main 506 MONO CONC 2 - 81.2' 2009SQUACONNING CREEK0.29 MI SW OF I-75 JCT

580 C01-09011 M-84 H 151 = 22' Main 119 BITUMINOUS 2 - 2009DUTCH CREEK0.4 MI NE OF I-75

13488 C02-09011 M-84 OTHER12' Main 119 NA 2 -COLUMBIA DRAIN0.16 MI W OF S EUCLID AVE

581 B01-09012 M-247 H 153 = 135' Main 532 MONO CONC 2 - 39.8' 19351999

KAWKAWLIN RIVER1.0 MI N OF M-13 JCT

582 B01-09021 M-138 HS 201 = 43' Main 332 LATEX CONC 2 - 40' 19682008

QUANICASSEE RIVER2.7 MI E OF MUNGER

583 B02-09021 M-138 HS 201 = 40' Main 332 EPOXY OVLY 2 - 41.01'

1969CONSTANT DURUSSELL DRAIN3.5 MI E OF MUNGER

584 C01-09021 M-138 HS 20+Mod1 = 12' Main 119 NA 2 - 1900RATTEL DRAINAT COTTER RD

585 B01-09031 M-13 H 153 = 212' Main 204 LATEX CONC 2 - 42.98' 19271964

CHEBOYGANING CREEK4.0 MI N OF I-75 JCT

586 B01-09032 M-13 & M-84 HS 20+Mod3 = 508' Main 316 EPOXY OVLY 2 - 30'Appr 332

19382005

E CHANNEL SAGINAW RIVERIN BAY CITY (LAFAYETTE AV

587 B02-09032 M-13 & M-84 HS 206 = 508' Main 482 LATEX CONC 2 - 30' 19382005

W CHANNEL SAGINAW RIVERIN BAY CITY (LAFAYETTE AV


KAWKAWLIN RIVERIN KAWKAWLIN

589 B02-09033 M-13 H 152 = 36' Main 219 BITUMINOUS 4 - 65' 19371951

RYAN DRAIN6.4 MI S OF PINCONNING


TEBO DRAIN3.8 MI S OF PINCONNING


JOHNSONS CREEK1.8 MI S OF PINCONNING

592 B05-09033 M-13 H 151 = 50' Main 506 MONO CONC 4 - 52' 2009PINCONNING RIVERIN PINCONNING


WHITE FEATHER CREEK3.0 MI N OF PINCONNING

594 C01-09033 M-13 HS 20+Mod1 = 19' Main 119 NA 4 - 1941RAILROAD DRAIN0.4 MI S OF LINWOOD RD

- 5 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Bay

595 C02-09033 M-13 HS 20+Mod1 = 16' Main 119 NA 4 - 1936TAP & GOVE DRAIN0.1 MI S OF LINWOOD RD

596 C03-09033 M-13 HS 20+Mod1 = 12' Main 119 NA 4 -

1936JOHNSON DRAIN1.8 MI N OF PINCONNING

597 B01-09034-1 I-75 NB HS 202 = 114' Main 332 MONO CONC 2 - 84.9' 19602009

SQUACONNING CREEK2.4 MI N OF SAGINAW COL

598 B01-09034-2 I-75 SB HS 202 = 114' Main 332 MONO CONC 4 - 96.9' 19602009

SQUACONNING CREEK2.4 MI N OF SAGINAW COL

599 C01-09034 I-75 HS 20+Mod1 = 20' Main 119 NA 6 - 2010GOETZ DRAIN@ SAGINAW COUNTY LINE

13328 C02-09034 I-75 OTHER18' Main 119 NA 4 - 143.04'DUTCH CREEK0.5 MI N OF HOTCHKISS RD

600 S01-09034 AMELITH RD H 154 = 204' Main 332 LATEX CONC 2 - 26' 16' -16' -6 - 66.9' L 67.3' R

19602006

10'' L8'' R

I-751.0 MI N OF SAGINAW COL

601 S02-09034-1 M-84 HS 20+Mod3 = 193' Main 482 MONO CONC 2 - 72'16' -4 - 92.5' R

20096'' R

I-75 NB2.6 MI N OF SAGINAW COL

602 S02-09034-2 M-84 HS 20+Mod3 = 193' Main 482 BITUMINOUS 2 - 72'16' -4 - 92.5' R

20097'' R

I-75 SB2.6 MI N OF SAGINAW COL

603 S03-09034 HOTCHKISS RD H 154 = 204' Main 332 EPOXY OVLY 2 - 26' 16' -16' -6 - 66.9' L 66.9' R

19608'' L8'' R


604 S04-09034 SALZBURG RD H 154 = 212' Main 332 EPOXY OVLY 2 - 26' 16' -16' - 6 - 66.9' L 66.6' R

19606'' L6'' R


605 S05-09034-3 US-10 EB HS 204 = 265' Main 204 LATEX CONC 2 - 41.99' 18' -18' -7 - 79.7' L 76.1' R

19583'' L6'' R

I-751.5 MI W OF BAY CITY

606 S05-09034-4 US-10 WB HS 204 = 265' Main 204 LATEX CONC 2 - 41.99' 17' -17' -7 - 79.7' L 76.1' R

19589'' L10'' R

I-751.5 MI W OF BAY CITY

607 B01-09035 I-75 SB HS 20+Mod3 = 189' Main 532 MONO CONC 2 - 40.03' 1968KAWKAWLIN RIVER1.5 MI S OF KAWKAWLIN

608 B02-09035 I-75 SB HS 203 = 135' Main 432 BITUMINOUS 2 - 38.5' 1968N BR KAWKAWLIN RIVER5.0 MI N OF KAWKAWLIN

609 B03-09035 I-75 SB HS 20+Mod1 = 40' Main 532 MONO CONC 2 - 40.03' 1968PINCONNING RIVER4.0 MI SW OF PINCONNING

610 B04-09035 I-75 SB HS 20+Mod2 = 82' Main 532 MONO CONC 2 - 40.03' 1968SAGANING RIVER3.5 MI NW OF PINCONNING

- 6 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Bay

611 B05-09035 I-75 SB HS 20+Mod1 = 24' Main 532 MONO CONC 2 - 40.03' 1968TEBO DRAIN7.0 MI SW OF PINCONNING

612 B06-09035 I-75 NB HS 20+Mod3 = 189' Main 532 MONO CONC 2 - 40.03' 1968KAWKAWLIN RIVER1.5 MI S OF KAWKAWLIN

613 B07-09035 I-75 NB HS 203 = 135' Main 432 MONO CONC 2 - 40.03' 1968N BR KAWKAWLIN RIVER5.0 MI NW OF KAWKAWLIN

614 B08-09035 I-75 NB HS 20+Mod1 = 24' Main 532 MONO CONC 2 - 40.03' 1968TEBO DRAIN7.0 MI S OF PINCONNING

615 B09-09035 I-75 NB HS 20+Mod1 = 40' Main 532 MONO CONC 2 - 40.03' 1968PINCONNING RIVER4.0 MI SW OF PINCONNING

616 B10-09035 I-75 NB HS 20+Mod2 = 82' Main 532 MONO CONC 2 - 40.03' 1968SAGANING RIVER3.5 MI NW OF PINCONNING

617 C01-09035 I-75 & RAMP HS 20+Mod1 = 12' Main 119 NA 4 - 1967MILL POND DRAIN0.4 MI N OF N UNION RD

618 C03-09035 I-75 HS 20+Mod2 = 12' Main 119 NA 4 - 1967HEMBLING DRAINNB BEAVER RD RAMP S MP168

619 C04-09035 I-75 HS 20+Mod2 = 14' Main 119 NA 4 - 1967RAILROAD DRAIN1 MI N OF PARISH RD

620 C05-09035 I-75 HS 20+Mod2 = 12' Main 119 NA 4 - 1967FRASER GARFIELD DRAIN0.6 MI N OF PREVO RD

621 C06-09035 I-75 HS 20+Mod2 = 15' Main 119 NA 4 - 1967COGGINS DRAIN100 FT N OF COGGINS RD

622 C07-09035 I-75 HS 20+Mod1 = 12' Main 119 NA 4 - 1967JOHNSON DRAIN0.9 MI N OF COGGINS RD

623 C08-09035 I-75 HS 20+Mod2 = 12' Main 119 NA 4 -

1967WHITEFEATHER DRAIN1.3 MI N OF CODY EGTEY RD

624 R01-09035-1 I-75 NB HS 20+Mod3 = 139' Main 332 LATEX CONC 3 - 59.06' 19602001

GTW RR1.5 MI W OF BAY CITY

625 R01-09035-2 I-75 SB HS 20+Mod3 = 139' Main 332 LATEX CONC 2 - 41.99' 19602001

GTW RR1.5 MI W OF BAY CITY

626 S01-09035-1 I-75 NB HS 251 = 76' Main 532 MONO CONC 4 - 69.23'14' -2 - 37.7' R

20015'' R

MIDLAND ROAD3.6 MI S OF KAWKAWLIN

627 S01-09035-2 I-75 SB HS 201 = 76' Main 332 MONO CONC 4 - 69.23'14' -2 - 37.7' R

20015'' R

MIDLAND ROAD3.6 MI S OF KAWKAWLIN

- 7 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Bay

628 S02-09035 N UNION RD H 154 = 208' Main 302 LATEX CONC 2 - 23.95' 16' -16' -6 - 67.3' L 66.9' R

19612001

8'' L6'' R

I-753.0 MI S OF KAWKAWLIN

629 S03-09035 I-75 SB HS 20+Mod3 = 160' Main 332 MONO CONC 2 - 40.03'15' -2 - 44' R

19682'' R

M-13 CONN2.5 MI S OF KAWKAWLIN

630 S04-09035 WILDER RD H 205 = 317' Main 332 LATEX CONC 2 - 32.48' 16' -17' -4 - 56.4' L 56.1' R

196810'' L0'' R

I-752.0 MI S OF KAWKAWLIN

631 S05-09035 I-75 SB HS 20+Mod3 = 150' Main 332 MONO CONC 2 - 40.03'15' - 2 - 44' R

19685'' R

WHEELER ROAD1.7 MI S OF KAWKAWLIN

632 S06-09035 CHIP RD H 155 = 331' Main 332 MONO CONC 2 - 25.92' 16' -16' - 4 - 56.4' L 56.8' R

19673'' L10'' R

I-756.0 MI NW OF BAY CITY

633 S07-09035 MACKINAW RD H 154 = 253' Main 332 MONO CONC 2 - 25.92' 16' -16' -4 - 80.7' L 80.4' R

19674'' L3'' R

I-756.5 MI NW OF BAY CITY

634 S08-09035 I-75 SB HS 20+Mod3 = 124' Main 332 MONO CONC 2 - 40.03' 16' -16' -2 - 45' L 45' R

19674'' L4'' R

BEAVER ROAD3.0 MI W OF KAWKAWLIN

635 S09-09035 PARISH ROAD H 152 = 216' Main 482 MONO CONC 2 - 25.92' 16' -16' - 4 - 79.7' L 79.7' R

19682'' L5'' R

I-755.0 MI N OF KAWKAWLIN

636 S10-09035 LINWOOD RD H 202 = 216' Main 482 LATEX CONC 2 - 30' 15' -16' - 4 - 79.7' L 78.7' R

19687'' L4'' R

I-757.0 MI N OF KAWKAWLIN

637 S11-09035 PREVO RD H 154 = 245' Main 332 MONO CONC 2 - 25.92' 15' -16' -4 - 81' L 81.7' R

19689'' L2'' R

I-756.0 MI S OF PINCONNING

638 S12-09035 COGGINS RD H 152 = 216' Main 482 MONO CONC 2 - 29.86' 16' -16' -4 - 79.4' L 79.4' R

19680'' L3'' R

I-753.0 MI SW OF PINCONNING

639 S13-09035 PINCONNING RD H 202 = 216' Main 482 MONO CONC 2 - 33.79' 16' -17' -4 - 79.4' L 79.4' R

19683'' L6'' R

I-752.7 MI W OF PINCONNING

640 S14-09035 CODY ESTEY RD H 152 = 216' Main 482 MONO CONC 2 - 28.5' 16' -16' -4 - 78.1' L 78.4' R

19686'' L8'' R

I-753.0 MI W OF PINCONNING

641 S15-09035 I-75 SB HS 20+Mod3 = 107' Main 532 MONO CONC 2 - 40.03'14' - 2 - 39.7' R

19681'' R

WHITE FEATHER ROAD3.0 MI N OF PINCONNING

642 S16-09035 I-75 NB HS 20+Mod3 = 150' Main 332 MONO CONC 2 - 40.03'14' -2 - 44' R

196810'' R

WHEELER ROAD1.7 MI S OF KAWKAWLIN

643 S17-09035 I-75 NB HS 20+Mod3 = 107' Main 532 MONO CONC 2 - 40.03'14' - 2 - 39.7' R

19681'' R

WHITE FEATHER ROAD3.0 MI N OF PINCONNING

644 S19-09035 I-75 NB HS 20+Mod3 = 116' Main 332 LATEX CONC 2 - 40.03' 14' -14' -2 - 45' L 45' R

19671998

5'' L5'' R

BEAVER ROAD3.0 MI W OF KAWKAWLIN

- 8 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Bay

645 S20-09035 I-75 NB HS 20+Mod3 = 169' Main 332 MONO CONC 2 - 40.03'18' -2 - 44' R

19679'' R

M-13 CONN SB2.5 MI S OF KAWKAWLIN

646 B01-09042 M-25 HS 207 = 854' Main 316 EPOXY OVLY 4 - 55.77'15' -Appr 303 2 - 39.7' R

195820055'' R

SAGINAW RI & MECHELEN DRIN BAY CITY

647 C01-09042 M-25 HS 20+Mod1 = 11' Main 119 NA 2 - 1957MOLLETTE DRAIN2.3 MI W OF TUSCOLA COL

648 C02-09042 M-25 HS 20+Mod1 = 11' Main 119 NA 2 - 1957MUNROE DRAIN1.1 MI W OF TUSCOLA COL

649 R01-09042 M-25 HS 255 = 247' Main 505 LATEX CONC 4 - 56.1' 19571993

CM RRIN BAY CITY

650 S01-09091 HOTCHKISS RD H 154 = 181' Main 532 LATEX CONC 2 - 26' 15' -16' -4 - 57.7' L 57.7' R

19662005

7'' L4'' R

M-472.0 MI S OF US-10

651 S02-09091 SALZBURG RD H 154 = 181' Main 532 EPOXY OVLY 2 - 26' 16' -16' -4 - 57.7' L 58.4' R

19664'' L4'' R

M-471.0 MI S OF US-10

652 B01-09101 US-10 HS 201 = 35' Main 104 BITUMINOUS 4 - 105.97' 1956CULVER DRAIN2.0 MI E OF AUBURN

653 C01-09101 US-10 HS 20+Mod1 = 10' Main 119 NA 4 - 1960HOPPLER CREEK1.2 MI SE OF MIDLAND COL

654 C02-09101 US-10 HS 20+Mod2 = 12' Main 119 NA 4 - 1950BRADFORD COUNTY DRAIN0.4 MI W OF SEVEN MI RD

655 C03-09101 US-10 HS 20+Mod2 = 12' Main 119 NA 4 - 1950WILCOX DRAIN0.2 MI W OF MACKINAW RD

656 R01-09101 US-10 SB HS 203 = 224' Main 332 LATEX CONC 2 - 58' 1961GTW RR0.3 MI E OF MIDLAND COL

657 R02-09101 US-10 NB HS 203 = 154' Main 332 MONO CONC 2 - 44' 19611997

GTW RR0.3 MI E OF MIDLAND COL

658 S01-09101 US-10 NB HS 203 = 130' Main 204 LATEX CONC 2 - 43.96'15' -2 - 60.7' R

19600'' R

E PACKARD(UNION RD)0.3 MI E OF MIDLAND COL

659 S02-09101 BAY RD HS 203 = 317' Main 204 MONO CONC 5 - 78.74' 16' -16' -4 - 73.2' L 55.8' R

199910'' L5'' R

US-100.4 MI E OF MIDLAND COL

660 S03-09101 FLAJOLE RD H 154 = 198' Main 204 MONO CONC 2 - 25.92' 15' -15' -4 - 56.1' L 56.4' R

19583'' L0'' R

US-101.0 MI E OF MIDLAND COL

661 S04-09101-1 M-47 NB HS 204 = 209' Main 332 BITUMINOUS 2 - 41.99' 15' -15' -5 - 65.9' L 65.3' R

19606'' L7'' R

US-1011.5 MI W OF BAY CITY

- 9 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Bay

662 S04-09101-2 M-47 SB HS 204 = 209' Main 332 BITUMINOUS 3 - 41.99' 15' -15' -5 - 65.3' L 65.6' R

19603'' L3'' R


663 S05-09101 CARTER RD H 154 = 198' Main 204 MONO CONC 2 - 25.92' 15' -15' - 4 - 55.8' L 55.8' R

19582'' L3'' R

US-101.0 MI W OF FISHERVILLE

664 S06-09101 ELEVEN MILE RD H 154 = 198' Main 204 MONO CONC 2 - 25.92' 15' -15' -4 - 55.4' L 55.8' R

19581'' L3'' R

US-102.0 MI W OF AUBURN

665 S07-09101 GARFIELD RD H 154 = 198' Main 204 MONO CONC 2 - 25.92' 15' -15' - 4 - 55.8' L 56.4' R

19581'' L0'' R

US-101.0 MI W OF AUBURN

666 S08-09101 NINE MILE RD H 154 = 198' Main 204 LATEX CONC 2 - 30.18' 15' -15' -4 - 54.8' L 56.8' R

19581'' L0'' R

US-10S LTS OF AUBURN

667 S09-09101 SEVEN MILE RD H 154 = 183' Main 204 MONO CONC 2 - 25.92' 15' -15' - 4 - 50.2' L 50.9' R

19584'' L9'' R


668 S10-09101 MACKINAW RD H 154 = 182' Main 204 LATEX CONC 2 - 30.18' 15' -15' -4 - 50.2' L 51.8' R

19583'' L0'' R


669 S11-09101 THREE MILE RD H 154 = 217' Main 204 MONO CONC 2 - 25.92' 16' -14' -5 - 72.8' L 59.7' R

19580'' L11'' R


670 S01-09111 WILDER RD HS 204 = 212' Main 332 BITUMINOUS 2 - 25.92' 14' -14' -4 - 55.4' L 55.4' R

196110'' L9'' R

M-13/I-75 CONN1.9 MI S OF KAWKAWLIN

671 S02-09111 WHEELER RD H 204 = 183' Main 332 MONO CONC 2 - 25.92' 14' -14' - 4 - 56.5' L 55.4' R

19617'' L8'' R

M-13/I-75 CONN1.0 MI S OF KAWKAWLIN

- 10 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Clare

1680 B01-18011 M-115 H 151 = 23' Main 104 BITUMINOUS 2 - 44.95' 1938DOC & TOM CREEK4.6 MI SE OF OSCEOLA COL

1681 B02-18011 M-115 H 151 = 27' Main 104 BITUMINOUS 2 - 35.1' 1938NORWAY CREEK0.8 MI SE OF OSCEOLA COL

1682 B01-18021 US-10 H 151 = 27' Main 104 BITUMINOUS 2 - 36' 1938CHIPPEWA CREEK1.0 MI E OF OSCEOLA COL

1683 B01-18022 M-115 H 201 = 35' Main 104 BITUMINOUS 2 - 40' 1935S BR TOBACCO RIVER1.7 MI E OF FARWELL

1684 B02-18022 M-115 H 201 = 51' Main 302 MONO CONC 2 - 44' 19351989

S BR TOBACCO RIVER1.9 MI W OF CLARE

1685 C01-18022 US-10 BR HS 20+Mod1 = 15' Main 119 NA 2 - 1935LITTLE TOBACCO DRAIN0.5 MI E OF CLARE

1686 C01-18023 US-10 SB HS 20+Mod1 = 10' Main 119 NA 2 - 1961LITTLE TOBACCO DRAIN0.4 MI SE OF US-127

1687 C02-18023 US-10 NB HS 20+Mod1 = 10' Main 119 NA 2 - 1961LITTLE TOBACCO DRAIN0.4 MI SE OF US-127

1688 S01-18023 US-10 CON TO US127 HS 204 = 238' Main 332 LATEX CONC 2 - 31.82'14' -4 - 51.8' R

196110'' R

US-127 NB & EBERHART RD0.8 MI NW OF ISABELLA COL

1689 S02-18023 US-10 WB HS 203 = 152' Main 332 LATEX CONC 2 - 43.96'15' - 2 - 37.7' R

19612'' R

EBERHART ROAD0.9 MI NW OF ISABELLA COL

1690 S03-18023 CLARABELLA RD H 154 = 280' Main 332 MONO CONC 2 - 23.95' 16' -14' -4 - 67.9' L 67.9' R

19611'' L5'' R

US-10 CONN@ ISABELLA CO LINE

1691 R01-18024 US-10 WB HS 203 = 138' Main 332 MONO CONC 2 - 43' 1973MDOT RR3 MI NW OF FARWELL

1692 R02-18024 US-10 EB HS 203 = 138' Main 332 MONO CONC 2 - 43' 1973MDOT RR3 MI NW OF FARWELL

1693 S01-18024 US-10 WB HS 203 = 197' Main 382 MONO CONC 2 - 42.65'16' -3 - 45.9' L 44.9' R

19737'' R

M-1153.5 MI NW OF FARWELL

1694 S02-18024 US-10 EB HS 203 = 200' Main 382 MONO CONC 3 - 54.79'16' -3 - 46.9' L 44.9' R

19736'' R

M-1153.5 MI NW OF FARWELL

1695 S05-18024 OLD STATE RD H 206 = 468' Main 332 MONO CONC 2 - 38.39' 16' -17' -4 - 97.8' L 97.8' R

19730'' L4'' R

US-102.0 MI N OF FARWELL

1696 S07-18024 HARRISON RD H 207 = 489' Main 332 MONO CONC 2 - 34.45' 19' -16' -4 - 87.9' L 88.9' R

19734'' L5'' R

US-105 MI NW OF CLARE

- 11 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Clare

1697 S09-18024 GRANT RD H 207 = 490' Main 332 MONO CONC 2 - 34.45' 16' -18' -4 - 86.9' L 87.9' R

19735'' L7'' R

US-105 MI N OF CLARE

1698 S11-18024 US-10 WB HS 204 = 367' Main 382 MONO CONC 2 - 42.65' 16' -17' -5 - 91.9' L 93.8' R

19732'' L1'' R


1699 S12-18024 US-10E TO US-127N HS 204 = 289' Main 382 MONO CONC 1 - 25.26' 16' -17' -6 - 95.8' L 99.7' R

19731'' L2'' R


1700 B01-18031 US-127 BR HS 251 = 45' Main 505 MONO CONC 4 - 63.98' 19311991

S BR TOBACCO RIVERIN CLARE

1701 C01-18031 US-127 BR HS 20+Mod2 = 16' Main 119 NA 4 - 1951LITTLE TOBACCO RIVER(220 MCEWAN ST) CLARE

1702 B01-18033 US-127 NB HS 201 = 50' Main 532 MONO CONC 2 - 55' 1962S BR TOBACCO RIVERN LTS OF CLARE

1703 B02-18033 US-127 SB HS 201 = 50' Main 532 LATEX CONC 2 - 57.4'

19622001

S BR TOBACCO RIVERN LTS OF CLARE

1704 C01-18033 US-127 SB HS 20+Mod1 = 12' Main 119 NA 2 - 1900LITTLE TOBACCO DRAIN0.3 MI S OF US-10

1705 C02-18033 US-127 NB HS 20+Mod1 = 12' Main 119 NA 2 - 1900LITTLE TOBACCO DRAIN0.3 MI S OF US-10

1706 S02-18033-1 US-127 NB HS 251 = 122' Main 382 MONO CONC 2 - 64.3'16' -2 - 36.7' R

20015'' R

US-127 BRUS-127 BR

1707 S02-18033-2 US-127 SB HS 251 = 121' Main 382 MONO CONC 2 - 64.3'16' -2 - 36.7' L

20015'' R

US-127 BRUS-127 BR

1708 S03-18033 SURREY RD H 153 = 123' Main 532 MONO CONC 2 - 27.89' 15' -14' - 2 - 54.8' R

19641'' L9'' R

US-127 SB1.0 MI N OF US-127 BR

1709 S05-18033 DOVER RD H 154 = 205' Main 532 MONO CONC 2 - 25.92' 15' -15' - 4 - 68.9' L 68.9' R

19660'' L1'' R

US-1273.0 MI N OF US-127 BR

1710 S06-18033 HATTON RD H 153 = 122' Main 532 MONO CONC 2 - 25.92' 15' -15' -2 - 56.4' L

19660'' L0'' R

US-127 SB4.6 MI S OF M-61

1711 S07-18033 HATTON RD H 153 = 122' Main 532 MONO CONC 2 - 25.92'14' -2 - 55.8' R

196610'' R

US-127 NB4.6 MI S OF M-61

1712 S08-18033 MANNSIDING RD H 153 = 130' Main 532 MONO CONC 2 - 25.92' 14' -14' -2 - 56.4' L

19668'' L6'' R

US-127 SB2.3 MI S OF M-61

1713 S09-18033 MANNSIDING RD H 153 = 131' Main 532 MONO CONC 2 - 25.92'14' -2 - 44.9' R

19666'' R

US-127 NB2.3 MI S OF M-61

- 12 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Clare

1714 S10-18033 SURREY RD H 153 = 136' Main 532 MONO CONC 2 - 27.89'14' - 2 - 55.8' R

19649'' R

US-127 NB1.0 MI N OF US-127 BR

1715 B01-18034-1 US-127 NB HS 201 = 45' Main 332 LATEX CONC 2 - 43' 1962TOWNLINE CREEK0.7 MI S OF ROSCOMMON COL

1716 B01-18034-2 US-127 SB HS 201 = 45' Main 332 LATEX CONC 2 - 43' 1962TOWNLINE CREEK0.7 MI S OF ROSCOMMON COL

1717 C01-18034 US-127 HS 20+Mod1 = 12' Main 119 NA 4 - 1961LITTLE LONG LAKE OUTLET0.6 MI S TOWNLINE LK RD

1718 S01-18034-1 US-127 NB HS 203 = 157' Main 532 LATEX CONC 3 - 54'16' - 2 - 46.7' R

196120071'' R

US-127 BR & M-61@ US-127 BR & M-61

1719 S01-18034-2 US-127 SB HS 203 = 157' Main 532 LATEX CONC 3 - 54'14' -2 - 46.6' R

1961200710'' R

US-127 BR & M-61@ US-127 BR & M-61

1720 S02-18034 MOSTETLER RD H 153 = 127' Main 532 MONO CONC 2 - 25.92' 14' -14' -2 - 57.4' R

196610'' L11'' R

US-127 NB1.3 MI N US-127BR, M-61

1721 S03-18034 MOSTETLER RD H 153 = 123' Main 532 MONO CONC 2 - 25.92'14' -2 - 57.7' L

196611'' R

US-127 SB1.3 MI N US-127BR, M-61

1722 S04-18034 TOWNLINE LAKE RD H 155 = 238' Main 532 MONO CONC 2 - 27.89' 15' -14' -4 - 57.7' L 57.7' R

19641'' L9'' R

US-1273.0 MI N M-61

1723 S05-18034-1 US-127 NB HS 203 = 165' Main 332 LATEX CONC 2 - 43.96'16' -2 - 60.7' R

19611'' R

US-127 BR6.2 MI S OF ROSCOMMON COL

1724 S05-18034-2 US-127 SB HS 203 = 165' Main 332 LATEX CONC 2 - 43.96'14' -2 - 60.7' R

19619'' R

US-127 BR6.2 MI S OF ROSCOMMON COL

1725 S06-18034 LONG LAKE RD H 153 = 124' Main 532 MONO CONC 2 - 25.92' 15' -14' -2 - 57.7' R

19661'' L8'' R

US-127 SB4.0 MI S OF ROSCOMMON COL

1726 S07-18034 LONG LAKE RD H 153 = 124' Main 532 MONO CONC 2 - 25.92'14' -2 - 56.8' R

19669'' R

US-127 NB4.0 MI S OF ROSCOMMON COL

1727 S08-18034 BAILEY DRIVE H 154 = 220' Main 332 MONO CONC 2 - 26' 14' -14' -4 - 69.9' L 69.9' R

19666'' L8'' R

US-1271.7 MI S OF ROSCOMMON COL

1728 B01-18041 M-61 HS 203 = 220' Main 332 MONO CONC 2 - 34' 1951MUSKEGON RIVER2.8 MI E OF OSCEOLA COL

1729 C01-18042 M-61 HS 20+Mod1 = 17' Main 119 NA 2 - 1939JOSE CREEK1.7 MI SE OF US-127

1730 C02-18042 M-61 HS 20+Mod1 = 18' Main 119 NA 2 - 1939N BR TOBACCO RIVER2.0 MI SE OF US-127

- 13 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Clare

1731 C03-18042 M-61 HS 20+Mod1 = 10' Main 119 NA 2 -

1940HOWLAND CREEK0.7 MI W OF GLADWIN COL

1732 C04-18042 M-61 HS 20+Mod1 = 16' Main 119 NA 2 - 1940N BR TOBACCO RIVER3.9 MI W OF GLADWIN COL

- 14 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Genesee

2464 B01-25011 M-13 H 151 = 40' Main 302 EPOXY OVLY 2 - 44' 1932MISTEQUAY CREEK2.3 MI N OF M-21

2465 C01-25011 M-13 HS 20+Mod1 = 12' Main 119 NA 2 - 1938REED DRAIN1.2 MI S OF M-57

13469 C02-25011 M-13 OTHER12' Main 119 BITUMINOUS 2 - 40' 2009BAILEY DRAIN0.9 MI N OF I-69

2467 B01-25031-1 US-23 NB HS 201 = 42' Main 332 LATEX CONC 2 - 42.98' 1957SHIAWASSEE RIVERIN FENTON

2468 B01-25031-2 US-23 SB HS 201 = 42' Main 332 LATEX CONC 2 - 42.98' 1957SHIAWASSEE RIVERIN FENTON

2469 B02-25031-1 US-23 NB HS 253 = 129' Main 302 MONO CONC 2 - 43.64' 19572002

SWARTZ CREEK2.5 MI S OF FLINT

2470 B02-25031-2 US-23 SB HS 253 = 129' Main 302 MONO CONC 2 - 43.64' 19572002

SWARTZ CREEK2.5 MI S OF FLINT

2471 B03-25031 I-75 HS 201 = 60' Main 332 LATEX CONC 6 - 104.99' 19541988

SWARTZ CREEKN OF I-69 @ INTERCHG

2472 C01-25031 US-23 HS 20+Mod1 = 10' Main 119 NA 4 - 1957LAKE FENTON DRAIN1.1 MI S OF LAHRING RD

2473 C02-25031 US-23 HS 20+Mod1 = 16' Main 119 NA 4 - 1957INDIAN CREEK0.2 MI S OF TORREY RD

2474 C03-25031 I-75 & US-23 HS 20+Mod1 = 14' Main 119 NA 6 - 1958CALL COUNTY DRAIN0.5 MI S OF BRISTOL RD

2475 R01-25031-1 US-23 NB HS 205 = 333' Main 332 LATEX CONC 2 - 46.59' 20' -20' -4 - 66.6' R

19581'' L0'' R

US-23 BR & GTW RRIN FENTON

2476 R01-25031-2 US-23 SB HS 205 = 333' Main 332 LATEX CONC 2 - 46.59' 20' -20' -4 - 66.6' R

19580'' L1'' R

US-23 BR & GTW RRIN FENTON

2477 S01-25031 US-23 BR HS 204 = 266' Main 506 MONO CONC 5 - 79.72' 15' -17' -6 - 3.3' L 11.2' R

19571994

1'' L1'' R

US-23OWEN RD (1 MI W / FENTON)

2478 S02-25031 LAHRING RD H 154 = 238' Main 332 MONO CONC 2 - 25.92' 14' -14' - 4 - 56.4' L 56.4' R

19571994

5'' L3'' R

US-231.6 MI N OF FENTON

2479 S03-25031 THOMPSON RD H 154 = 224' Main 302 BITUMINOUS 2 - 25.92' 16' -16' -6 - 56.4' L 56.4' R

19572'' L3'' R


2480 S04-25031 BALDWIN RD H 154 = 180' Main 332 MONO CONC 2 - 25.92' 16' -16' - 4 - 56.4' L 56.4' R

19573'' L2'' R


- 15 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Genesee

2481 S05-25031 TORREY RD H 204 = 318' Main 332 EPOXY OVLY 2 - 25.92' 16' -16' -6 - 56.4' L 56.4' R

19573'' L4'' R


2482 S06-25031 GRAND BLANC RD H 204 = 223' Main 332 MONO CONC 4 - 56' 16' -16' - 6 - 56.4' L 56.4' R

19572005

2'' L2'' R


2483 S07-25031 HILL RD HS 252 = 169' Main 482 MONO CONC 5 - 63.98' 16' -16' -4 - 53.3' L 53.3' R

20053'' L3'' R

US-232.0 MI S OF M-121

2484 S08-25031 MAPLE RD H 154 = 172' Main 302 MONO CONC 2 - 25.92' 14' -14' -6 - 51.5' R

19573'' L7'' R

I-750.4 MI S OF FLINT

2485 S09-25031 I-75 HS 252 = 154' Main 482 MONO CONC 8 - 132.87' 15' -15' -6 - 39.3' L 39.3' R

20058'' L7'' R

BRISTOL RD1.0 MI SW OF FLINT

2486 S11-25031 MILLER RD HS 206 = 288' Main 332 LATEX CONC 4 - 61.02' 14' -14' -9 - 49.9' R

19540'' L5'' R

I-75W LTS OF FLINT

2487 X02-25031 GTW RR Railroad2 = 112' Main 303 NA 14' -14' -6 - 48.6' R

19546'' L7'' R

I-75S OF I-69 @ INTERCH

2488 B01-25032 I-75 US-23 HS 206 = 492' Main 382 LATEX CONC 6 - 119.75' 19581973

FLINT RIVER2.0 MI N OF M-21

2489 B02-25032-1 I-75 & US-23 NB HS 203 = 147' Main 532 MONO CONC 3 - 81.8' 19582002

BRENT RUN CREEK5.0 MI S OF SAGINAW COL

2490 B02-25032-2 I-75 & US-23 SB HS 203 = 147' Main 532 MONO CONC 3 - 69.1' 19582001

BRENT RUN CREEK5.0 MI S OF SAGINAW COL

2491 B03-25032-1 I-75 & US-23 NB HS 203 = 135' Main 104 LATEX CONC 3 - 81.2' 19582004

PINE RUN CREEK0.4 MI N OF M-57

2492 B03-25032-2 I-75 & US-23 SB HS 203 = 135' Main 104 LATEX CONC 3 - 79.1' 19582004

PINE RUN CREEK0.4 MI N OF M-57

2493 C01-25032 I-75 & US-23 HS 20+Mod1 = 14' Main 119 NA 6 - 1958HARTSHORN DRAIN0.4 MI S OF PIERSON RD

2494 C02-25032 I-75 & US-23 HS 20+Mod1 = 10' Main 119 NA 6 -

1998PINE RUN/PARKER CREEK0.5 MI S OF M-57

2495 C03-25032 I-75 & US-23 HS 20+Mod1 = 14' Main 119 NA 6 - 1958BR OF SILVER CREEK0.1 MI N OF LAKE RD

2496 C04-25032 I-75 & US-23 HS 20+Mod1 = 16' Main 119 NA 6 -

1958SILVER CREEK0.5 MI S OF SAGINAW COL

2497 P01-25032 HOGARTH ST WALKOER Pedestrian3 = 169' Main 303 EPOXY OVLY 15' -16' -7 - 58.7' L 51.5' R

19571969

1'' L1'' R

I-75S OF M-21

- 16 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Genesee

2498 S01-25032 ARLENE DRIVE HS 154 = 187' Main 332 MONO CONC 2 - 25.92' 14' -16' -6 - 50.2' R

19578'' L2'' R

I-75S OF M-21

2499 S02-25032 M-21 OTHER2 = 205' Main 532 MONO CONC 6 - 76' 15' -15' -7 - 62.5' L 54' R

20093'' L5'' R

I-75NEAR W LTS OF FLINT

2500 S03-25032 I-75 HS 203 = 107' Main 332 LATEX CONC 6 - 104.9'13' -2 - 37.7' R

195710'' R

COURT STN OF M-21

2501 S04-25032 BEECHER RD H 204 = 288' Main 332 MONO CONC 2 - 47.9' 17' -14' -6 - 50.5' L 50.9' R

195810'' L6'' R

I-751 MI N OF M-21

2502 S05-25032-1 I-75 NB HS 203 = 174' Main 204 LATEX CONC 3 - 59.71'14' -2 - 59.7' R

195819737'' R

FLUSHING RDN OF FLINT RIVER

2503 S05-25032-2 I-75 SB HS 203 = 184' Main 204 LATEX CONC 3 - 59.71'16' -2 - 59.7' R

195819736'' R

FLUSHING RDN OF FLINT RIVER

2504 S07-25032 PASADENA AVE H 154 = 197' Main 332 MONO CONC 2 - 30.84' 14' -14' -6 - 56.4' L 56.1' R

19589'' L7'' R

I-753 MI N OF M-21

2505 S08-25032 PIERSON RD H 202 = 228' Main 382 MONO CONC 5 - 90.5' 15' -17' -8 - 79.1' L 82.7' R

19737'' L3'' R

I-754 MI N OF M-21

2506 S09-25032 CARPENTER RD H 154 = 202' Main 332 MONO CONC 2 - 25.92' 14' -14' -6 - 67.9' L 67.6' R

19574'' L2'' R

I-755.4 MI N OF M-21

2507 S10-25032 COLDWATER RD H 204 = 203' Main 332 MONO CONC 4 - 47.9' 14' -14' -6 - 68.2' L 67.6' R

19572'' L7'' R

I-756.1 MI S OF M-57

2508 S11-25032 STANLEY RD H 203 = 285' Main 382 EPOXY OVLY 2 - 45.93' 16' -16' -7 - 69.8' L 68.5' R

19721'' L1'' R

I-755.1 MI S OF M-57

2509 S12-25032 MT MORRIS RD H 204 = 202' Main 332 MONO CONC 2 - 31.82' 16' -16' -6 - 67.5' L 67.2' R

19571987

2'' L3'' R

I-754.1 MI S OF M-57

2510 S13-25032 DODGE RD H 154 = 248' Main 332 MONO CONC 2 - 25.92' 16' -16' -6 - 67.1' L 67.1' R

195810'' L1'' R

I-752.1 MI S OF M-57

2511 S14-25032 WILSON RD H 154 = 219' Main 332 LATEX CONC 2 - 25.92' 16' -16' -6 - 67.2' R

19582003

6'' L8'' R

I-751.0 MI S OF M-57

2512 S15-25032 M-57 (VIENNA RD) HS 254 = 257' Main 505 EPOXY OVLY 5 - 80.71' 15' -16' -6 - 66.9' R

199810'' L3'' R

I-75AT M-57

2513 S16-25032 FARRAND RD H 154 = 202' Main 332 MONO CONC 2 - 25.92' 16' -16' -4 - 67.5' L 67.5' R

19582002

6'' L5'' R

I-751.0 MI N OF M-57

2514 S17-25032 LAKE RD H 154 = 206' Main 332 MONO CONC 2 - 25.92' 14' -14' -6 - 67.3' L 67.3' R

19592003

9'' L7'' R

I-752.0 MI N OF M-57

- 17 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Genesee

2517 B02-25042-3 I-69 EB HS 203 = 97' Main 532 MONO CONC 4 - 56.2' 1968SWARTZ CREEKE OF BRISTOL RD

2518 B02-25042-4 I-69 WB HS 203 = 97' Main 532 EPOXY OVLY 4 - 56.2' 1968SWARTZ CREEKE OF BRISTOL RD

2519 B05-25042 I-75 RAMP A & C HS 203 = 128' Main 532 MONO CONC 2 - 40.68' 1969SWARTZ CREEKSB I-75 RMP TO I-69

2520 B06-25042 I-75 RAMP H & M HS 201 = 64' Main 332 MONO CONC 2 - 48.56' 1969SWARTZ CREEKWB I-69 RMP TO NB I-75

2521 B07-25042 I-75 RAMP L HS 201 = 57' Main 332 MONO CONC 1 - 24.28' 1969SWARTZ CREEKNB I-75 RMP TO MILLER RD

2522 C01-25042 I-69 & RAMP HS 20+Mod2 = 20' Main 119 NA 7 - 1968HOWLAND & HEWITT DRAIN0.2 MI E OF LINDEN RD

2523 C02-25042 I-69 & RAMP G HS 20+Mod1 = 12' Main 119 NA 7 - 1969CALL DRAIN0.3 MI W OF I-75

2524 C03-25042 I-69 WB RAMPS A&B HS 20+Mod1 = 12' Main 119 NA 3 - 1969CALL DRAIN0.3 MI W OF I-75

2525 R03-25042 I-75 RAMP B HS 208 = 587' Main 382 LATEX CONC 2 - 32.81' 20' -20' -6 - 57.7' L 53.5' R

19690'' L0'' R

GTW RR &I-75NB I-75 RMP TO WB I-69

2526 R04-25042 I-69 EB HS 204 = 285' Main 332 EPOXY OVLY 2 - 42' 1968GTW RR & SWARTZ CREEKE OF MILLER @ SWARTZ CRK

2527 R05-25042 I-69 EB HS 203 = 203' Main 332 EPOXY OVLY 2 - 40.03' 19681998

GTW RRE OF MILLER RD & R04

2528 R06-25042 I-69 WB HS 204 = 285' Main 332 EPOXY OVLY 2 - 30.84' 1968GTW RR &SWARTZ CREEKE OF MILLER @ SWARTZ CRK

2529 R07-25042 I-69 WB HS 203 = 203' Main 332 EPOXY OVLY 2 - 38.5' 19681998

GTW RRE OF MILLER RD & R06

2530 R09-25042 I-75RAMP D HS 203 = 266' Main 382 MONO CONC 1 - 24.28' 1969GTW RRNB I-75 RAMP TO EB I-69


19593'' L2'' R

I-69@ SHIAWASSEE CO LINE

2532 S02-25042 DUFFIELD RD H 154 = 226' Main 204 MONO CONC 2 - 27.89' 15' -15' -4 - 67.9' L 67.9' R

19598'' L8'' R

I-691.0 MI E OF M-13

2533 S03-25042 NICHOLS RD H 154 = 226' Main 204 MONO CONC 2 - 27.89' 14' -15' -4 - 66.9' L 67.9' R

195911'' L0'' R

I-692.0 MI E OF M-13

- 18 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Genesee

2534 S04-25042 SEYMOUR RD H 154 = 226' Main 204 MONO CONC 2 - 29.86' 14' -14' -4 - 66.9' L 66.9' R

196011'' L11'' R

I-691.5 MI NW OF SWARTZ CREEK

2535 S05-25042 MORRISH RD H 154 = 226' Main 204 LATEX CONC 2 - 29.86' 14' -15' -4 - 67.9' L 66.9' R

196010'' L1'' R

I-690.5 MI N OF SWARTZ CREEK

2536 S06-25042-3 I-69 EB HS 203 = 137' Main 204 EPOXY OVLY 2 - 42'14' -2 - 59.7' R

196019958'' R

ELMS RD1.2 MI NE OF SWARTZ CREEK

2537 S06-25042-4 I-69 WB HS 203 = 137' Main 204 EPOXY OVLY 3 - 52'13' -2 - 59.7' R

196019958'' R

ELMS RD1.2 MI NE OF SWARTZ CREEK

2538 S08-25042 I-69 EB HS 203 = 137' Main 532 EPOXY OVLY 3 - 44.2' 16' -16' -2 - 60.7' R

19687'' L7'' R

LINDEN RD2.0 MI SW OF FLINT

2539 S09-25042-3 I-69 EB HS 204 = 232' Main 332 EPOXY OVLY 3 - 43.96' 15' -15' -4 - 38.7' L 39.4' R

19681991

0'' L0'' R

BRISTOL RD2.4 MI E OF SWARTZ CREEK

2540 S09-25042-4 I-69 WB HS 204 = 232' Main 332 EPOXY OVLY 3 - 43.96' 14' -14' -4 - 38.7' L 38.7' R

19681991

11'' L10'' R

BRISTOL RD2.4 MI E OF SWARTZ CREEK

2541 S10-25042 I-75 RAMP B HS 205 = 339' Main 332 LATEX CONC 2 - 32.81' 15' -15' -6 - 56.1' L 65.9' R

19690'' L9'' R

I-69NB I-75 RAMP TO WB I-69

2542 S11-25042 I-75 RAMP C HS 205 = 289' Main 332 MONO CONC 2 - 32.81' 15' -16' -6 - 49.5' L 66.9' R

19691'' L2'' R

I-69SB I-75 RAMP TO EB I-69

2543 S12-25042-3 I-69 EB HS 204 = 210' Main 532 MONO CONC 2 - 40.68' 16' -16' -6 - 62.7' L 62.7' R

19695'' L8'' R

I-75SW LTS OF FLINT

2544 S12-25042-4 I-69 WB HS 204 = 210' Main 532 MONO CONC 2 - 40.68' 16' -16' -6 - 62.7' L 62.7' R

19693'' L5'' R

I-75SW LTS OF FLINT

2545 S12-25042-7 I-69 RAMP E HS 204 = 210' Main 532 MONO CONC 1 - 24.28' 16' -16' -6 - 62.7' L 62.7' R

19691'' L3'' R

I-75EB I-69 RAMP TO NB I-75

2546 S12-25042-8 I-69 RAMP F HS 204 = 210' Main 532 MONO CONC 1 - 24.28' 15' -16' -4 - 62.7' L 64' R

196011'' L4'' R

I-75WB I-69 RAMP TO SB I-75

2547 S13-25042 I-75 RAMP C HS 206 = 333' Main 332 LATEX CONC 2 - 32.81' 20' -20' -4 - 63' L 53.5' R

19690'' L0'' R

I-75SB I-75 RAMP TO EB I-69

2548 S15-25042-3 I-69 EB HS 203 = 145' Main 332 MONO CONC 2 - 40.68' 14' -14' -4 - 63' R

19697'' L7'' R

BALLENGER RDE OF I-75 @ INTERCHG

2549 S15-25042-4 I-69 WB HS 203 = 145' Main 332 MONO CONC 2 - 40.68' 15' -15' -4 - 63' L

19692'' L2'' R

BALLENGER RDE OF I-75 @ INTERCHG

2550 S15-25042-8 I-69 WB RAMPS H&F HS 203 = 145' Main 332 MONO CONC 2 - 46.26' 15' -15' -4 - 63' L

19692'' L0'' R

BALLENGER RDWB I-69 RAMP TO I-75

- 19 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Genesee

2551 S16-25042 I-75 RAMPS C & D HS 203 = 184' Main 332 LATEX CONC 3 - 48.88'20' -4 - 65.6' R

19690'' R

BALLENGER RDI-75 RAMP TO EB I-69

2552 S17-25042 I-69 EB HS 204 = 233' Main 332 LATEX CONC 3 - 44.7' 14' -14' -4 - 41' L 41' R

19682006

6'' L8'' R

MILLER RDIN SWARTZ CREEK

2553 S18-25042 I-69 WB HS 203 = 137' Main 532 EPOXY OVLY 3 - 44.2'14' -2 - 60.7' R

19680'' R

LINDEN RD2.0 MI E OF SWARTZ CREEK

2554 S19-25042-4 I-69 WB HS 204 = 224' Main 332 LATEX CONC 2 - 39' 17' -18' -4 - 41' L 41' R

19682006

9'' L0'' R


2555 S19-25042-8 I-69 WB RAMP C HS 204 = 195' Main 332 LATEX CONC 1 - 23' 15' -16' -4 - 41' L 41' R

19681991

7'' L5'' R


2556 S20-25042 I-75 RAMPS H & M HS 203 = 211' Main 332 MONO CONC 1 - 25.59'14' -1 - 31.5' R

19697'' R

I-69 RAMP LWB I-69 RAMP TO NB I-75

2557 B01-25051 M-54BR SAGINAW RD HS 251 = 40' Main 532 MONO CONC 4 - 69.88' 2002THREAD CREEKIN FLINT 2000 BLK S SAGIN

2566 B01-25072 M-54 HS 251 = 39' Main 505 MONO CONC 4 - 62.99' 1976THREAD CREEKIN FLINT (1.4MI S OF COUR


FLINT RIVERIN FLINT (2.6 MI N OF COU

2568 C01-25072 M-54 HS 20+Mod1 = 12' Main 119 NA 4 - 1926GILKEY CREEKINT DORT HWY & COURT ST

2569 X01-25072 GTW RR Railroad3 = 104' Main 303 NA13' -4 - 63' R

19369'' R

M-54IN FLINT(.2MI S OF COURT)

2570 X02-25072 CSX RR Railroad3 = 135' Main 303 NA14' -4 - 42' R

19293'' R

M-54IN FLINT(3.4MI N OF COURT

2571 C01-25073 M-54 H 151 = 12' Main 119 NA 4 - 1926LEWIS BOUTELL DRAIN1.6MI S OF M-57(PINE RUN)

2572 B01-25081 M-21 HS 201 = 45' Main 302 BITUMINOUS 2 - 81.04' 19491957

MISTEQUAY CREEK2.1 MI E OF SHIAWASSEE CO

2573 B02-25081 M-21 HS 201 = 62' Main 111 BITUMINOUS 4 - 50' 1918SWARTZ CREEKIN FLINT

2574 C01-25081 M-21 HS 20+Mod1 = 10' Main 119 NA 4 - 1999MUD CREEK6.4 MI E OF SHIAWASSEE CO

2575 R01-25081 M-21 HS 203 = 72' Main 532 MONO CONC 4 - 50'

19181964

CSX RR (ABN)IN FLINT

- 20 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Genesee

2576 B01-25084 I-69 WB HS 201 = 83' Main 332 MONO CONC 3 - 51.2' 1970KEARSLEY CR2.6 MI W OF M-15

2577 B02-25084 I-69 EB HS 201 = 83' Main 332 MONO CONC 3 - 51.2' 1970KEARSLEY CR2.6 MI W OF M-15

2578 C01-25084 I-69 HS 20+Mod1 = 14' Main 119 NA 8 - 1971ROBINSON DRAIN0.2 MI W OF DORT HWY

2579 C02-25084 I-69 HS 20+Mod1 = 10' Main 119 NA 6 - 1971GILKEY DRAIN0.1 MI E OF GENESEE RD

2580 C03-25084 I-69 HS 20+Mod2 = 16' Main 119 NA 4 - 1971BIG SWAMP DRAIN0.6 MI W OF WASHBURN RD

2581 P02-25084 PED @ ADAMS AVE Pedestrian14 = 454' Main 303 MONO CONC 20' -18' -Appr 201 8 - 99.7' L 99.7' R

19710'' L6'' R

I-692.3 MI E OF FLINT

2582 R01-25084 I-69 HS 203 = 364' Main 382 MONO CONC 8 - 137.8' 1971GTW RRIN FLINT

2583 R02-25084 I-69 HS 203 = 153' Main 332 MONO CONC 7 - 125.98' 1971CSX RRIN FLINT

2584 R02-25084-8 I-69 RAMP D WB HS 253 = 155' Main 332 MONO CONC 1 - 28' 2003CSX RRIN FLINT

2585 S01-25084 LAPEER RD H 204 = 458' Main 382 MONO CONC 4 - 51.84' 16' -15' -8 - 69.9' L 57.7' R

19707'' L6'' R

I-69IN FLINT

2586 S03-25084 I-69 HS 204 = 172' Main 532 MONO CONC 8 - 132.55' 14' -15' -6 - 53.8' L 54.8' R

197110'' L0'' R

M-54 (DORT HWY)IN FLINT

2587 S04-25084-3 I-69 EB HS 203 = 135' Main 332 MONO CONC 4 - 62.01' 15' -15' -4 - 70.9' R

19710'' L6'' R

AVERILL AVEIN FLINT

2588 S04-25084-4 I-69 WB HS 203 = 135' Main 332 MONO CONC 3 - 51.84' 15' -15' -4 - 70.9' R

19710'' L6'' R

AVERILL AVEIN FLINT


197110'' L2'' R

CENTER RDIN FLINT


19717'' L11'' R

CENTER RDIN FLINT

2591 S06-25084 I-69 EB HS 203 = 174' Main 332 LATEX CONC 3 - 51.2' 15' -15' -2 - 84' R

19712000

3'' L1'' R

GENESEE RD1.0 MI E OF FLINT

2592 S07-25084 BELSAY RD H 202 = 256' Main 482 EPOXY OVLY 4 - 77.43' 16' -16' -8 - 98.8' L 97.8' R

19713'' L11'' R


- 21 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Genesee

2593 S08-25084 I-69 WB HS 204 = 176' Main 332 EPOXY OVLY 4 - 59.71' 14' -14' -6 - 50.9' L 50.9' R

197010'' L8'' R

IRISH RD4.0 MI E OF FLINT

2594 S09-25084 LAPEER RD H 205 = 600' Main 382 BITUMINOUS 2 - 43.96' 16' -17' -4 - 68.9' L 68.6' R

197010'' L6'' R


2595 S10-25084 I-69 EB HS 202 = 163' Main 332 LATEX CONC 3 - 46.5' 15' -14' -6 - 52.5' L 49.5' R

19702006

0'' L9'' R

M-156.0 MI E OF FLINT

2596 S11-25084 OAK RD H 152 = 264' Main 482 EPOXY OVLY 2 - 32.5' 16' -4 - 98.8' L 99.7' R

19718'' LI-692.0 MI W OF LAPEER COL

2597 S12-25084 I-69 WB HS 202 = 163' Main 332 LATEX CONC 3 - 46.5' 15' -15' -6 - 47.9' L 50.5' R

19702006

4'' L1'' R

M-156.0 MI E OF FLINT

2598 S13-25084 I-69 WB HS 203 = 174' Main 332 MONO CONC 3 - 51.2' 14' -14' -2 - 84' R

19715'' L3'' R

GENESEE RD1.0 MI E OF FLINT

2599 S14-25084 I-69 EB HS 204 = 176' Main 332 EPOXY OVLY 4 - 59.71' 14' -14' -6 - 55.8' L 55.8' R

19709'' L6'' R

IRISH RD4.0 MI E OF FLINT

2600 C01-25085 I-69 HS 20+Mod2 = 20' Main 119 NA 6 - 1970CARMEN CREEK0.4 MI W OF HAMMERBERG RD

2601 P01-25085 PED X-OVER@PARK DR Pedestrian8 = 338' Main 303 MONO CONC 14' -16' -9 - 76.8' L 71.9' R

19706'' L7'' R

I-69IN FLINT

2602 R01-25085 I-69 HS 206 = 492' Main 382 MONO CONC 8 - 143.37' 20' -20' -2 - 75.8' R

19701'' L0'' R

CSX RR,FENTON,THREAD(ABNIN FLINT


19708'' L10'' R

HAMMERBURG DRAININ FLINT


19706'' L5'' R

HAMMERBURG DRAININ FLINT

2605 S02-25085 GRAND TRAVERSE ST H 202 = 175' Main 382 MONO CONC 4 - 47.9' 15' -14' -7 - 70.9' L 69.9' R

19704'' L9'' R

I-69IN FLINT

2606 S03-25085 CHURCH ST H 202 = 181' Main 382 MONO CONC 4 - 47.9' 16' -14' -7 - 70.9' L 70.9' R

19706'' L10'' R

I-69IN FLINT

2607 S04-25085 BEACH ST (OLDM-56) HS 202 = 207' Main 382 EPOXY OVLY 4 - 47.9' 16' -14' -8 - 74.8' L 87.9' R

19706'' L9'' R

I-69IN FLINT

2608 S05-25085 SAGINAW ST HS 202 = 274' Main 382 EPOXY OVLY 4 - 58.73' 14' -15' -10 - 95.8' L 11.5' R

19709'' L0'' R

I-69IN FLINT

2609 B01-25091 M-15 HS 251 = 28' Main 119 BITUMINOUS 2 - 43.31' 1999KEARSLEY CREEK2.7 MI NE OF OAKLAND COL

- 22 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Genesee

2610 C01-25091 M-15 H 201 = 10' Main 119 NA 2 - 1930PADDISON CO DRAIN0.9 MI N OF OAKLAND COL

2611 C02-25091 M-15 H 201 = 10' Main 119 NA 2 - 1930COMMINGS DRAIN6.5 MI N OF OAKLAND COL

2612 C03-25091 M-15 H 201 = 12' Main 119 NA 5 - 1930BLACK CREEK300 BLK STATE ST IN DAVIS

2613 B01-25092 M-15 HS 202 = 110' Main 332 LATEX CONC 2 - 38.71' 19281978

FLINT RIVER1.2 MI N OF RICHFIELD CEN

2617 B02-25092 M-15 HS 251 = 38' Main 505 NA 2 - 43.96' 1997BUTTERNUT CREEK1.4 MI N OF M-57

2614 C01-25092 M-15 H 151 = 10' Main 119 NA 2 - 1930CULLEN CO DRAIN2.0 MI N OF DAVISON

2615 C02-25092 M-15 H 151 = 13' Main 119 NA 2 - 1930BIRD CO DRAIN1.5 MI S OF RICHFIELD

2616 C03-25092 M-15 H 151 = 12' Main 119 NA 2 - 1930CLARK CO DRAINN LIMITS OF RICHFIELD


FLINT RIVER1.0 MI E OF MONTROSE

2619 B02-25101 M-57 H 203 = 118' Main 532 LATEX CONC 2 - 43.96' 1966BRENT RUN CREEK1.9 MI E OF MONTROSE


PINE RUN CREEKIN CLIO

2621 C01-25101 M-57 HS 20+Mod2 = 16' Main 119 NA 4 - 1969PINE RUN CREEKW OF M-54 IN CLIO

2622 C02-25101 M-57 (VIENNA RD) HS 20+Mod1 = 10' Main 119 NA 2 - 19691998

PARKER CREEK458 FT W OF LINDEN RD

12986 C01-25102 M-57 H 151 = 11' Main 119 BITUMINOUS 2 - 83.01' 1995AVERIL DRAIN2.55 MI W OF M-15

2623 R01-25131-1 I-75 NB HS 203 = 232' Main 332 LATEX CONC 3 - 43' 19622004

CSX RR1.8 MI NW OF OAKLAND COL

2624 R01-25131-2 I-75 SB HS 203 = 232' Main 332 LATEX CONC 3 - 50' 19622004

CSX RR1.8 MI NW OF OAKLAND COL

2625 S01-25131 S SAGINAW(OLDM-54) HS 20+Mod4 = 309' Main 382 LATEX CONC 2 - 32.81' 16' -16' -5 - 45.3' L 61.7' R

19621980

3'' L2'' R

I-75@ OAKLAND COUNTY LINE

- 23 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Genesee

2626 S02-25131 BALDWIN RD H 154 = 292' Main 382 LATEX CONC 2 - 28.54' 16' -16' -4 - 67.3' L 67.3' R

19621980

8'' L2'' R

I-751.2 MI NW OF OAKLAND COL

2627 S03-25131 HOLLY RD HS 204 = 290' Main 332 EPOXY OVLY 4 - 79.72' 16' -16' -6 - 61' L 61' R

19621996

6'' L5'' R

I-752.2 MI NW OF OAKLAND COL

2628 S04-25131 I-75 SB HS 20+Mod3 = 121' Main 332 LATEX CONC 3 - 50.52'14' -2 - 37.7' R

19621'' R

COOK RD3.0 MI NW OF OAKLAND COL

2629 S05-25131 I-75 NB HS 20+Mod3 = 118' Main 332 LATEX CONC 4 - 62.01'14' -2 - 37.7' R

196219850'' R

COOK RD3.0 MI NW OF OAKLAND COL

2630 S07-25131 GRAND BLANC RD HS 20+Mod4 = 312' Main 382 LATEX CONC 4 - 50.52' 16' -15' -6 - 60.7' L 53.8' R

19621980

3'' L11'' R

I-753.0 MI SE OF US-23

2631 S09-25131 FENTON RD H 204 = 300' Main 382 LATEX CONC 4 - 51.18' 15' -16' -4 - 33.1' L 10.2' R

19621980

11'' L8'' R


2632 S10-25131 HILL RD H 204 = 286' Main 506 MONO CONC 4 - 51.84' 16' -16' -6 - 32.8' L 10.5' R

19622002

7'' L0'' R


2633 S11-25131 8I-75 SB HS 203 = 243' Main 382 LATEX CONC 2 - 32.15'16' -3 - 53.8' R

196219802'' R

US-23 NB1.6 MI SE OF M-121

2634 S12-25131 M-54 (DORT HWY) HS 253 = 176' Main 382 MONO CONC 3 - 55.77'15' -3 - 89.6' R

198511'' R

I-75 SB2.0 MI SW OF GRAND BLANC

2635 S13-25131 M-54 (DORT HWY) HS 253 = 187' Main 382 MONO CONC 3 - 55.77'16' -3 - 90.2' R

19852'' R

I-75 NB2.0 MI SW OF GRAND BLANC

2636 B01-25132 I-475 HS 20+Mod1 = 40' Main 332 MONO CONC 7 - 127'

1971THREAD CREEKIN FLINT

2637 B05-25132 I-475 HS 256 = 530' Main 382 MONO CONC 6 - 122.05' 17' -17' -4 - 39.7' R

19764'' L4'' R

FLINT R,W BLVD&R SIDE DRIN FLINT

2638 C01-25132 I-475 HS 20+Mod1 = 10' Main 119 NA 4 - 1972GIBSON DRAIN0.1 MI S OF MAPLE RD

2639 C02-25132 I-475 HS 20+Mod2 = 22' Main 119 NA 4 - 214.5' 1973LAKE DRAIN0.2 MI E OF CLIO RD

2640 C03-25132 I-475 HS 201 = 23' Main 119 NA 12 - 169.95' 1976GILKEY CREEKS OF STEVER RD

2641 P01-25132 AVON ST WALKOVER Pedestrian24 = 336' Main 332 MONO CONC 20' -20' -Appr 101 13 - 89.2' L 70.2' R

19760'' L0'' R

I-475IN FLINT

2642 P02-25132 GEORGE ST PED X Pedestrian22 = 519' Main 332 MONO CONC 17' -17' -Appr 201 6 - 83.7' L 83.7' R

19777'' L7'' R

I-475IN CITY OF FLINT

- 24 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Genesee

2643 P03-25132 HARVARD ST WALKOVR Pedestrian12 = 313' Main 302 MONO CONC 15' -15' -Appr 101 4 - 71.2' L 71.2' R

197111'' L9'' R

I-4750.3 MI W OF M-54BR

2644 P06-25132 LINDSAY BLVD PED-X Pedestrian16 = 405' Main 302 MONO CONC 15' -15' -Appr 101 6 - 77.8' L 77.8' R

19714'' L3'' R

I-475IN FLINT

2645 R01-25132 I-475 HS 204 = 357' Main 382 MONO CONC 8 - 133.86'21' -2 - 99.7' R

19714'' R

CSX RR & NB SERV RD(ABN)IN FLINT

2646 R02-25132-7 GTW RR SERV RD HS 202 = 153' Main 432 MONO CONC 3 - 39.7' 14' -14' -7 - 64' L 68.9' R

197010'' L9'' R

I-475IN FLINT

2647 R03-25132 I-475 HS 253 = 347' Main 382 LATEX CONC 6 - 130' 20' -20' - 4 - 36.5' L 36.5' R

19760'' L0'' R

CSX RR AND PIERSON RDIN CITY OF FLINT

2648 S01-25132 I-475 SB HS 203 = 188' Main 382 LATEX CONC 2 - 41.99'15' - 2 - 40' R

197110'' R

I-75 NB4.5 MI S OF FLINT

2649 S02-25132 HILL RD HS 202 = 230' Main 382 LATEX CONC 6 - 88' 14' -14' -6 - 60.4' L 59.7' R

19712009

8'' L8'' R

I-4752.5 MI S OF FLINT CITY LT

2650 S03-25132 I-475 SB HS 20+Mod3 = 128' Main 532 MONO CONC 2 - 44'14' - 2 - 59.7' R

1971200910'' R

MAPLE RD1.5 MI S OF FLINT

2651 S04-25132 BRISTOL RD(OLDM121 HS 202 = 140' Main 432 LATEX CONC 4 - 63.98' 15' -14' -4 - 45.9' L 45.9' R

19712009

0'' L9'' R

I-4750.5 MI S OF FLINT

2652 S05-25132 HEMPHILL RD HS 202 = 140' Main 432 MONO CONC 4 - 51.84' 15' -15' - 4 - 45.9' L 45.9' R

19716'' L9'' R

I-475@ S FLINT CITY LTS

2653 S06-25132 I-475 HS 203 = 121' Main 532 MONO CONC 6 - 119.42'14' -4 - 59.7' R

19716'' R

ATHERTON RDIN FLINT

2654 S08-25132 I-475 HS 20+Mod3 = 165' Main 332 MONO CONC 4 - 119.42'14' -4 - 72.8' R

19719'' R

M-54 BR (SAGINAW ST)IN FLINT

2655 S09-25132 12TH ST HS 202 = 237' Main 382 MONO CONC 4 - 47.9' 16' -16' -9 - 99.7' L 99.7' R

19704'' L5'' R

I-475IN FLINT

2656 S10-25132-3 I-69 EB HS 202 = 190' Main 332 LATEX CONC 3 - 64.3' 15' -14' -6 - 64.7' L 62.9' R

19702004

9'' L8'' R

I-475 & I-475 RAMPSIN FLINT LVL 2

2657 S10-25132-4 I-69 WB HS 202 = 191' Main 332 LATEX CONC 3 - 66.27' 17' -16' -6 - 64.7' L 62.9' R

19702004

4'' L1'' R

I-475 & I-475 RAMPSIN FLINT LVL 2

2658 S10-25132-5 I-475 RAMP E HS 204 = 452' Main 482 LATEX CONC 1 - 25.59' 14' -16' -Appr 332 6 - 67.9' L 64.6' R

19701998

11'' L0'' R

I-475 & I-69IN FLINT

2659 S10-25132-6 I-475 RAMP F HS 204 = 452' Main 482 LATEX CONC 1 - 25.59' 15' -15' -Appr 332 6 - 67.9' L 64.6' R

19702004

10'' L4'' R

I-69 & I-475IN FLINT

- 25 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Genesee

2660 S10-25132-7 I-475 RAMPS G & H HS 204 = 581' Main 482 LATEX CONC 4 - 52.49' 14' -14' -Appr 382 4 - 24.3' L 24.3' R

19702004

10'' L9'' R

I-475RMPS E&F,I-69&475IN FLINT

2661 S11-25132 I-69 ON RMP&(9TH ) HS 201 = 133' Main 382 MONO CONC 2 - 35.76'14' - 2 - 52' R

197020038'' R

I-69 & I-475 RAMP AIN FLINT

2662 S12-25132 8TH ST SERVICE RD HS 201 = 105' Main 382 MONO CONC 3 - 47.9'14' - 2 - 52.8' L

197020037'' R

I-475 RAMP DIN FLINT

2663 S13-25132 S B SERVICE RD HS 201 = 128' Main 382 MONO CONC 2 - 35.76'14' - 2 - 51.8' R

19704'' R

RAMP D I-69&I475 INTERCHIN FLINT

2664 S14-25132 I-69W TO I-475N RM HS 201 = 137' Main 382 LATEX CONC 3 - 47.9'14' - 2 - 51.8' R

19701'' R

I-475S ON RMP CIN FLINT

2665 S15-25132 FIFTH ST, M-21 HS 202 = 223' Main 382 LATEX CONC 4 - 47.9' 15' -16' -8 - 99.7' L 95.8' R

19702004

3'' L2'' R

I-475 & RAMPS C&DIN FLINT

2666 S16-25132 COURT ST - WB HS 202 = 174' Main 332 LATEX CONC 4 - 47.9' 14' -15' -9 - 87.9' L 76.8' R

19702004

4'' L4'' R

I-475IN FLINT

2667 S17-25132 THIRD ST HS 202 = 162' Main 332 MONO CONC 2 - 29.86' 15' -15' -6 - 58.4' L 60.7' R

19760'' L4'' R

I-475IN FLINT

2668 S18-25132 SECOND ST HS 202 = 165' Main 332 MONO CONC 3 - 40.03' 15' -17' -6 - 58.4' L 58.4' R

19764'' L6'' R

I-475IN FLINT

2669 S19-25132 KEARSLEY ST HS 202 = 259' Main 382 MONO CONC 4 - 51.84' 16' -19' -8 - 97.1' L 94.8' R

19760'' L3'' R

I-475IN FLINT

2670 S20-25132 E BD LONGWAY BLVD HS 202 = 196' Main 382 MONO CONC 4 - 51.84' 14' -15' -6 - 58.4' L 58.4' R

197610'' L9'' R

I-475IN FLINT

2671 S21-25132 W BD LONGWAY BLVD HS 202 = 168' Main 332 MONO CONC 4 - 51.84' 15' -14' -6 - 58.4' L 58.4' R

19763'' L9'' R

I-475IN FLINT

2672 S22-25132 I-475 AND RAMP B HS 253 = 169' Main 332 MONO CONC 4 - 165.03'15' - 2 - 58.7' R

197620016'' R

SB SERVICE ROADIN FLINT

2673 S23-25132 I-475 HS 257 = 440' Main 332 LATEX CONC 6 - 123.03' 15' -14' - 4 - 71.9' L 71.9' R

19762001

10'' L5'' R

STEVER - BROADWAY AVESIN FLINT

2674 S24-25132 I-475 HS 253 = 158' Main 332 LATEX CONC 6 - 122.05'14' - 4 - 74.5' R

19777'' R

LEITH STREETIN CITY OF FLINT

2675 S25-25132 I-475 HS 253 = 154' Main 332 MONO CONC 6 - 120.73'14' - 6 - 91.9' R

19785'' R

STEWART AVEIN FLINT


19787'' R

RAMP C I-475IN FLINT

- 26 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Genesee

2677 S27-25132 I-475 HS 253 = 134' Main 332 LATEX CONC 6 - 119.42'14' -2 - 56.1' R

197710'' R

HORTON AVEIN FLINT

2678 S29-25132 CARPENTER ROAD HS 202 = 159' Main 332 MONO CONC 5 - 63.98' 14' -14' -7 - 70.5' L 64' R

19788'' L4'' R

I-475AT N LIMITS OF FLINT

2679 S30-25132 SELBY STREET HS 202 = 255' Main 332 MONO CONC 2 - 28' 14' -14' -6 - 68.6' L 63.6' R

19779'' L10'' R

I-475NORTH OF CITY OF FLINT

2680 S31-25132 COLDWATER ROAD HS 202 = 145' Main 332 MONO CONC 4 - 52' 15' -14' -6 - 58.7' L 58.7' R

19778'' L10'' R

I-4751 MI N OF FLINT CITY LTS

2681 S32-25132 I-475 HS 254 = 174' Main 332 LATEX CONC 6 - 114.17' 14' -14' -6 - 50.9' L 50.9' R

19776'' L7'' R

SAGINAW STREET1.7 MI N / FLINT CITY LTS

2682 S34-25132 I-475 SB HS 20+Mod4 = 167' Main 532 LATEX CONC 3 - 65.7' 16' -16' - 6 - 49.9' L 49.9' R

19712010

2'' L1'' R

CLIO RD1.5 MI E OF N JCT I-75

2683 S35-25132 I-475 RMP TO I-75 HS 204 = 394' Main 382 LATEX CONC 2 - 40.5'14' -4 - 42' L 89.9' R

1971201010'' R

I-475RAMP B & I-75N JCT I-75

2684 S36-25132 TERRY STREET H 202 = 152' Main 332 MONO CONC 2 - 30' 14' -14' -6 - 57.4' L 56.8' R

19776'' L10'' R

I-4751.2 M N OF FLINT CITY LTS

2685 S37-25132 I-475 NB HS 20+Mod3 = 127' Main 532 LATEX CONC 2 - 44'14' - 2 - 59.7' R

197120094'' R

MAPLE RD1.5 MI S OF FLINT

2686 S38-25132 I-475 HS 20+Mod3 = 112' Main 532 EPOXY OVLY 4 - 97.77'14' - 2 - 43.3' R

19713'' R

DETROIT ST3.0 MI E OF N JCT I-75

2687 S39-25132 JENNINGS RD HS 202 = 231' Main 482 LATEX CONC 2 - 37.73' 14' -14' -4 - 82' L 82' R

197110'' L5'' R

I-4750.6 MI E OF N JCT I-75

2688 S40-25132 LEFT TURN LANE NO1 HS 202 = 140' Main 432 LATEX CONC 1 - 20' 14' -15' -4 - 45.9' L 45.9' R

19712010

11'' L10'' R

I-475AT S LIMITS OF FLINT

2689 S41-25132 LEFT TURN LANE NO2 HS 202 = 140' Main 432 MONO CONC 1 - 21.33' 14' -14' - 4 - 45.9' L 45.9' R

19712010

6'' L9'' R

I-475AT S LIMITS OF FLINT

2690 S42-25132 I-475 HS 203 = 99' Main 532 MONO CONC 6 - 119.42'14' - 1 - 37.7' R

19716'' R

LEFT TURN LANE NO 3IN FLINT

2691 S43-25132 I-475 WB HS 20+Mod4 = 167' Main 532 EPOXY OVLY 3 - 65.6' 15' -15' - 6 - 49.5' L 49.5' R

19712'' L0'' R

CLIO RD1.5 MI E OF N JCT I-75

2692 S44-25132 I-475 RAMP B HS 204 = 402' Main 382 MONO CONC 2 - 40.35' 17' -15' -6 - 66.2' R

19711999

11'' L11'' R

I-75N JCT I-75

2693 S45-25132 I-475 RAMP HS 253 = 180' Main 332 LATEX CONC 1 - 23.5'14' -2 - 52.8' R

197710'' R

HORTON AVEIN FLINT

- 27 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Genesee

2694 S46-25132 I-475 RAMP B HS 252 = 160' Main 332 LATEX CONC 1 - 23.5' 14' -15' -6 - 58.7' L 58.7' R

19772010

9'' L7'' R

I-475IN FLINT

2695 S47-25132 I-475 OFF TO SELBY HS 253 = 355' Main 382 LATEX CONC 1 - 23.5'15' -1 - 29.5' L 35.1' R

19779'' R

SELBY TO I-475 SB ON RPIN FLINT

2696 S48-25132 RAMP E (I-475) HS 251 = 137' Main 332 LATEX CONC 1 - 23.5'15' -1 - 30.2' R

19770'' R

RAMP F I-475IN FLINT

2697 S49-25132 CORNELL AVE HS 252 = 149' Main 332 LATEX CONC 2 - 30' 15' -14' -6 - 58.7' L 58.7' R

19775'' L8'' R

I-475NORTH OF FLINT

2698 S50-25132 I-475 HS 253 = 114' Main 332 MONO CONC 6 - 120.73' 15' -14' - 2 - 41' R

19780'' L9'' R

MASSACHUSETTS AVE.IN FLINT

2699 S51-25132 RUSSELL AVE H 202 = 157' Main 332 LATEX CONC 2 - 28' 15' -14' -6 - 66.9' L 64' R

19771'' L9'' R

I-475IN FLINT

2700 S52-25132 14TH ST HS 202 = 165' Main 332 LATEX CONC 2 - 28' 18' -18' -8 - 68.9' L 71.9' R

19712010

0'' L1'' R

I-475IN FLINT

2701 X02-25132 GTW RR Railroad2 = 153' Main 352 NA 14' -14' -6 - 64' L 68.9' R

197010'' L9'' R

I-475IN FLINT

2702 X03-25132 CSX RR Railroad2 = 85' Main 402 NA 15' -15' - 4 - 32.2' L 32.2' R

19761'' L2'' R

PIERSON RDIN FLINT

- 28 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Gladwin

2871 B01-26011 M-18 H 206 = 285' Main 302 LATEX CONC 2 - 41.99' 1939TOBACCO RIVERIN BEAVERTON


FARM DRAIN3.6 MI SW OF GLADWIN

2873 B03-26011 M-18 HS 252 = 111' Main 505 MONO CONC 4 - 64.3' 2001CEDAR CREEKIN GLADWIN

2874 C01-26011 M-18 H 201 = 17' Main 119 NA 2 - 1937BEAR CREEK2.2 MI N OF MIDLAND COL

2875 C02-26011 M-18 HS 20+Mod1 = 10' Main 119 NA 2 - 1948DOANE CREEK2.5 MI N OF BEAVERTON HOT

2876 C03-26011 M-18 HS 20+Mod1 = 12' Main 119 NA 2 - 1940LUCAS DRAIN1.3 MI S OF M-61

2877 B01-26012 M-18 H 151 = 27' Main 104 BITUMINOUS 2 - 31.82' 1923S BR LITTLE SUGAR RIVER2.2 MI SE OF OBERLIN


N BR CEDAR RIVER1.6 MI SE OF SKEELS

2879 C01-26021 M-61 HS 20+Mod2 = 18' Main 119 NA 2 - 1941HOWLAND CREEK3.5 MI W OF GLADWIN

2880 B01-26022 M-61 HS 204 = 276' Main 332 MONO CONC 2 - 29.86' 1958TITTABAWASSEE RIVER0.3 MI E OF M-30

2881 B02-26022 M-61 HS 251 = 89' Main 532 MONO CONC 2 - 43.31' 1998MOLASSES RIVER4.5 MI E OF M-30

2882 C01-26022 M-61 H 151 = 16' Main 119 NA 2 - 1931BLACK CREEK8.0 MI W OF BAY CO LINE

2883 C02-26022 M-61 H 201 = 16' Main 119 NA 2 - 1931FISH CREEK4.5 MI W OF BAY CO LINE

2884 C03-26022 M-61 H 151 = 12' Main 119 NA 2 - 1931BR LITTLE MOLASSES RIVER3.2 MI W OF BAY CO LINE

2885 C04-26022 M-61 H 151 = 10' Main 119 NA 2 - 1931BRANCH MOLASSES RIVER1.5 MI W OF BAY CO LINE

2886 C05-26022 M-61 H 151 = 16' Main 119 NA 2 - 1931MOLASSES RIVER0.6 MI W OF BAY CO LINE


TOBACCO RIVER0.3 MI N OF MIDLAND COL

- 29 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Gladwin

2888 B02-26031 M-30 HS 201 = 33' Main 505 MONO CONC 2 - 49.87' 1977LARABEE CREEKIN WINEGARS

12879 C01-26031 M-30 OTHER1 = 12' Main 119 BITUMINOUS 2 - 1960NO NAMEM-61 & M-30 S OF INT 400'

2889 B01-26032 M-30 HS 203 = 180' Main 332 MONO CONC 2 - 27.89' 1958LITTLE TOBACCO RIVER1.0 MI N OF M-61

2890 B02-26032 M-30 HS 203 = 155' Main 402 LATEX CONC 2 - 27.89' 1954SUGAR RIVER4.2 MI N OF M-61

2891 B03-26032 M-30 HS 201 = 40' Main 104 BITUMINOUS 2 - 35.76' 1954W BR TITTABAWASSEE RIVER8.2 MI N OF M-61


TITTABAWASSEE RIVER1.5 MI SW&W OF OGEMAW COL

2893 C01-26032 M-30 HS 20+Mod2 = 26' Main 319 NA 2 - 35.76' 1954BR TITTABAWASSEE RIVER7.1 MI N OF M-61

- 30 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Gratiot

3078 B01-29011-1 US-127 NB HS 252 = 130' Main 532 MONO CONC 2 - 43.96' 1988MAPLE RIVER1.5 MI N OF CLINTON COL

3079 B01-29011-2 US-127 SB HS 202 = 129' Main 332 BITUMINOUS 2 - 29.86' 1955MAPLE RIVER1.5 MI N OF CLINTON COL

3080 B02-29011-1 US-127 NB HS 251 = 38' Main 505 BITUMINOUS 2 - 43.96' 1987N BR BAD RIVER5.3 MI SE OF ITHACA

3081 B02-29011-2 US-127 SB HS 20+Mod1 = 39' Main 104 BITUMINOUS 2 - 41.99'

1957N BR BAD RIVER5.3 MI SE OF ITHACA

3082 B03-29011-1 US-127 NB HS 203 = 152' Main 332 LATEX CONC 2 - 43.96' 1961PINE RIVER0.5 MI W OF ST LOUIS

3083 B03-29011-2 US-127 SB HS 203 = 152' Main 332 LATEX CONC 2 - 43.96'Appr _-1

1961-1

PINE RIVER0.5 MI W OF ST LOUIS

3084 C01-29011 US-127 HS 20+Mod1 = 16' Main 119 NA 4 - 1931MAPLE RIVER MARSH DRAIN2.0 MI N OF CLINTON COL

3085 C02-29011 US-127 HS 20+Mod1 = 12' Main 119 NA 4 - 1931HUDSON-FOSTER DRAIN3.1 MI N OF CLINTON COL

3087 C04-29011 US-127 HS 20+Mod1 = 16' Main 119 NA 4 - 19311950

COUNTY DRAIN #2496.2 MI N OF CLINTON COL

3088 C05-29011 US-127 HS 20+Mod1 = 13' Main 119 NA 4 - 1931WOLF & BEAR CREEK7.0 MI N OF CLINTON COL

3089 C06-29011 US-127 HS 20+Mod1 = 12' Main 119 NA 4 - 1900COUNTY DRAIN #1321.2 MI N OF PIERCE RD

13145 C07-29011 US-127 HS 2019' Main 119 NA 4 - 1959COUNTY DRAIN #494100FT N OF R01-29011

3090 R01-29011-1 US-127 NB HS 203 = 167' Main 332 LATEX CONC 2 - 41.99' 1959MDOT RR0.5 MI E OF ITHACA

3091 R01-29011-2 US-127 SB HS 203 = 167' Main 332 LATEX CONC 3 - 52.17' 1959MDOT RR0.5 MI E OF ITHACA

3092 R02-29011-1 US-127 NB HS 203 = 140' Main 332 BITUMINOUS 2 - 43.96'

1960MID MICH RR0.5 MI S OF ST LOUIS

3093 R02-29011-2 US-127 SB HS 203 = 140' Main 332 BITUMINOUS 2 - 43.96'

1960MID MICHIGAN RR0.5 MI S OF ST LOUIS


19599'' R

US-127 BR1.0 MI E OF ITHACA

- 31 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Gratiot


195910'' R

US-127 BR1.0 MI E OF ITHACA

3096 S02-29011 US-127 SB HS 203 = 114' Main 532 LATEX CONC 2 - 43.96'14' -2 - 39.7' R

19615'' R

US-127 BR (POLK RD)2.0 MI N OF ITHACA

3097 S03-29011 US-127 NB HS 203 = 114' Main 532 BITUMINOUS 2 - 43.96'14' -2 - 39.7' R

19618'' R

US-127 BR (POLK RD)2.0 MI N OF ITHACA


1961200411'' R

US-127 BR2.0 MI S OF ST LOUIS

3099 S04-29011-2 US-127 SB HS 203 = 146' Main 332 BITUMINOUS 2 - 43.96'14' - 3 - 51.8' R

196120046'' R



19619'' R



19615'' R



19611'' R

MICHIGAN AVENE LTS OF ALMA

3103 S06-29011-2 US-127 SB HS 203 = 147' Main 332 LATEX CONC 2 - 43.96' 15' - 2 - 59.7' R

19613'' LMICHIGAN AVENE LTS OF ALMA

3104 S07-29011 BEGOLE RD H 204 = 228' Main 332 LATEX CONC 2 - 29.86' 14' -15' -4 - 67.3' L 67.3' R

19613'' L0'' R

US-1270.6 MI N OF ALMA CITY LMT

3105 S08-29011 M-46 & US-127BR HS 204 = 365' Main 382 LATEX CONC 2 - 43.96' 15' -14' -5 - 77.4' L 67.3' R

19611'' L4'' R

US-127M 46 & N JCT US 27 BR

3106 S09-29011 TYLER RD H 153 = 126' Main 532 MONO CONC 2 - 23.95' 14' - 2 - 56.4' R

19648'' LUS-127 SB2.5 MI N OF ITHACA

3107 S10-29011 VAN BUREN RD H 153 = 126' Main 532 MONO CONC 2 - 23.95' 14' -2 - 56.1' R

196510'' LUS-127 SB5.0 MI N OF ITHACA

3108 S11-29011 ST CHARLES RD H 154 = 231' Main 332 LATEX CONC 2 - 23.95' 15' -14' -4 - 68.6' L 68.6' R

19652'' L9'' R

US-127@ N ITHACA CITY LTS

3109 S12-29011 TYLER RD H 153 = 126' Main 532 MONO CONC 2 - 23.95'14' -Appr _-1 2 - 56.4' R

1964-17'' R

US-127 NB2.5 MI N OF ITHACA

3110 S13-29011 VAN BUREN RD H 153 = 125' Main 532 MONO CONC 2 - 23.95'14' -2 - 55.8' R

19658'' R

US-127 NB5.0 MI N OF ITHACA

12950 S14-29011 M-57 HS 254 = 319' Main 506 MONO CONC 2 - 55.12' 17' -17' - 6 - 327.8' L 327.8' R

20002'' L2'' R

US-127WASHINGTON TWP SEC 8 & 17

- 32 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Gratiot

3111 B01-29012 M-46 HS 251 = 26' Main 119 BITUMINOUS 2 - 43.96'

2002SUGAR CREEK2.3 MI W OF ST LOUIS


PINE RIVERIN ST LOUIS

3113 S01-29014 US-127 BR HS 204 = 277' Main 382 MONO CONC 2 - 33.79' 15' -14' -5 - 67.3' L 77.4' R

19614'' L6'' R

US-127US-127 BR

3114 S02-29014 JEFFERSON RD H 154 = 208' Main 532 BITUMINOUS 2 - 23.95' 14' -14' -4 - 69.2' L 69.2' R

19648'' L9'' R

US-1272.0 MI S OF ISABELLA COL

3115 B01-29021 M-57 HS 251 = 92' Main 532 MONO CONC 2 - 42.98' 2000PINE CRK5.8 MI W OF US 27

3116 C01-29021 M-57 HS 20+Mod1 = 10' Main 119 NA 2 - 1964MCQUAY CO DRAIN0.1 MI E OF FERRIS RD

3117 C02-29021 M-57 HS 20+Mod1 = 10' Main 119 NA 2 - 1964SMITH & HELWIG CO DRAIN0.1 MI W OF DUFFIELD RD

3118 C03-29021 M-57 HS 20+Mod1 = 12' Main 119 NA 2 - 19001946

BRADLO DRAIN0.3 MI E OF JEROME RD

3119 B01-29022 M-57 H 201 = 45' Main 302 BITUMINOUS 2 - 40.03' 1941BEAR CREEK3.5 MI E OF US 27


COUNTY DRAIN1.0 MI SE OF ASHLEY

3121 C01-29022 M-57 HS 20+Mod1 = 10' Main 119 NA 2 - 1900J PACKER DRAIN5.7 MI W OF SAGINAW COL

3122 C02-29022 M-57 HS 20+Mod2 = 10' Main 119 NA 2 - 1939DEACON & STONE DRAINS0.8 MI W OF SAGINAW COL

3123 C03-29022 M-57 HS 20+Mod1 = 10' Main 119 NA 2 - 1900BOYCE DRAIN1.8 MI E OF US-27

3124 C04-29022 M-57 HS 20+Mod1 = 10' Main 119 NA 2 - 1900COOK & DUNCAN DRAINS1.2 MI E OF US-27

3125 B01-29031 US-127 BR HS 253 = 94' Main 505 MONO CONC 4 - 46.92'Appr 000

19281999

PINE RIVERIN CITY OF ALMA

3126 C02-29031 US-127 BR HS 20+Mod1 = 16' Main 119 NA 2 -Appr 000

1975BEATTIE & GAFF DRAINS0.8 MI W OF US-27


PINE RIVER0.6 MI E OF COUNTY LINE

- 33 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Gratiot

3128 B02-29041 M-46 H 151 = 23' Main 104 BITUMINOUS 2 - 36.09' 1937W BR PINE RIVER2.1 MI W OF US 27

3129 C01-29041 M-46 HS 20+Mod1 = 18' Main 119 NA 2 - 36.09' 1900SEVILLE SUMNER DRAIN@ PINGREE RD

3130 B01-29042 M-46 HS 201 = 40' Main 505 BITUMINOUS 2 - 29.86' 1960BUSH CREEK3.5 MI E OF ST LOUIS

3131 C01-29042 M-46 HS 20+Mod1 = 14' Main 119 NA 2 - 1900PARTELLO DRAIN2.2 MI E OF ST LOUIS

3132 C02-29042 M-46 HS 20+Mod1 = 10' Main 119 NA 2 - 1900ROOKS DRAIN2.0 MI W OF BRECKENRIDGE

- 34 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Huron

3444 B01-32011 M-25 HS 253 = 144' Main 432 MONO CONC 2 - 38' 19492007

SEBEWAING RIVERIN SEBEWAING

3445 B03-32011 M-25 HS 201 = 55' Main 302 MONO CONC 2 - 38.06' 1949SHEBEON DRAIN2.5 MI S OF M-142

3446 C01-32011 M-25 HS 20+Mod2 = 14' Main 119 NA 2 - 1949NO NAME2.5 MI N OF SEBAWING

3447 C02-32011 M-25 HS 20+Mod1 = 12' Main 119 NA 2 -

1949STEEL DRAIN1.5 MI S OF M-142

3448 B01-32012 M-25 HS 251 = 26' Main 119 BITUMINOUS 2 - 49.87' 2006MUD CREEK3.8 MI NE OF BAY PORT


PIGEON RIVERIN CASEVILLE

3450 B03-32012 M-25 HS 202 = 120' Main 505 MONO CONC 2 - 49.87' 1976PINNEBOG RIVER6.0 MI SW OF PORT AUSTIN

3451 B04-32012 M-25 HS 201 = 75' Main 505 MONO CONC 2 - 49.87'

1975SCHRAM DRAIN5.6 MI SW OF PORT AUSTIN

3452 C01-32012 M-25 H 152 = 16' Main 119 NA 2 - 1930MUD CREEK@ PORT CRESCENT ST PARK

3453 P01-32012 PEDESTRIAN Pedestrian5 = 126' Main 332 MONO CONC16' -Appr 020 2 - 52.8' R

19802'' R

M-25SLEEPER STATE PARK


1958PIGEON RIVER1.0 MI W OF PIGEON


PINNEBOG RIVER0.5 MI E OF ELKTON

3456 C01-32021 M-142 HS 20+Mod1 = 12' Main 119 NA 2 - 1958WASSERMAN CREEK2.3 MI W OF PIGEON

3457 C02-32021 M-142 HS 20+Mod1 = 18' Main 119 NA 2 - 1946SQUANNO DRAIN0.5 MI W OF ELKTON

3458 C03-32021 M-142 HS 20+Mod1 = 10' Main 119 NA 2 - 1946CLUNIS DRAIN0.9 MI E OF ELKTON

3459 C04-32021 M-142 HS 20+Mod1 = 18' Main 119 NA 2 - 1946NETTLE RUN2.3 MI E OF ELKTON

3460 C05-32021 M-142 HS 20+Mod1 = 14' Main 119 NA 2 - 1947BAD AXE CREEK0.4 MI W OF M-53

- 35 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Huron

3461 C01-32022 M-142 HS 20+Mod1 = 12' Main 119 NA 2 - 1946MAYWOOD EXT0.9 MI E OF BAD AXE

3462 C02-32022 M-142 HS 20+Mod1 = 18' Main 319 NONE 2 - 1946PHILLIP DRAIN1.7 MI W OF VERONA

3463 C03-32022 M-142 HS 20+Mod1 = 14' Main 119 NA 2 - 1946E BRANCH WILLOW RIVER1.9 MI E OF VERONA

3464 C04-32022 M-142 HS 20+Mod1 = 10' Main 119 NA 2 - 1946HARWOOD DRAIN3.0 MI W OF HARBOR BEACH

3465 B01-32031 M-53 H 201 = 30' Main 104 BITUMINOUS 2 - 35.1' 1940E BR PIGEON RIVER2.0 MI N OF SANILAC COL

3466 B02-32031 M-53 HS 251 = 75' Main 505 EPOXY OVLY 2 - 43.96' 1994PINNEBOG RIVER6.0 MI SW OF BAD AXE

3467 C01-32031 M-53 HS 20+Mod1 = 10' Main 119 NA 2 - 23.95' 1940MCNEIL DRAIN1.3 MI N OF SANILAC COL

3468 C02-32031 M-53 HS 20+Mod1 = 12' Main 119 NA 2 - 1946ELK DRAIN2.6 MI N OF SANILAC COL

3469 C01-32032 M-53 HS 20+Mod1 = 16' Main 119 NA 5 - 19461986

BRANCH OF BAD AXE CREEK0.3 MI N OF BAD AXE LIMIT

3470 C02-32032 M-53 HS 20+Mod1 = 12' Main 119 NA 2 - 19461966

RICHARDSON DRAIN2.3 MI N OF BAD AXE

3471 C03-32032 M-53 HS 20+Mod1 = 14' Main 119 NA 2 - 19461966

SYMONS EXT DRAIN3.2 MI N OF BAD AXE

3472 C04-32032 M-53 HS 20+Mod1 = 10' Main 119 NA 2 - 19461966

TODD EXT DRAIN2.0 MI S OF FILION

3473 C05-32032 M-53 HS 20+Mod1 = 12' Main 119 NA 2 - 19461966

FILION DRAIN0.5 MI S OF FILION

3474 C06-32032 M-53 HS 20+Mod1 = 16' Main 119 NA 2 - 19461966

PITCKER DRAIN0.1 MI N OF FILION

3475 C07-32032 M-53 HS 20+Mod1 = 13' Main 319 NA 2 - 19461966

SCHRAM DRAIN0.9 MI N OF KINDE

3476 C08-32032 M-53 HS 20+Mod1 = 13' Main 119 NA 2 - 19461966


3477 C09-32032 M-53 HS 20+Mod1 = 13' Main 319 NA 2 - 19461966


- 36 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Huron

3478 B01-32051 M-19 HS 201 = 40' Main 505 BITUMINOUS 2 - 38.06' 1957CASS RIVER1.4 MI N OF SANILAC COL

3479 C01-32051 M-19 HS 20+Mod2 = 18' Main 119 NA 2 - 1900TYRE DRAIN0.9 MI S OF UBLY

3480 B01-32091 M-25 HS 201 = 30' Main 104 BITUMINOUS 2 - 38.06' 1952WHITE RIVER1.4 MI N OF WHITE ROCK

3481 B02-32091 M-25 HS 251 = 50' Main 532 MONO CONC 2 - 36.09' 2003ELM CREEK2.2 MI N OF WHITE ROCK

3482 B03-32091 M-25 H 151 = 54' Main 532 MONO CONC 2 - 43.96' 2003ROCK FALLS CREEK2.1 MI S OF HARBOR BEACH

3483 C01-32091 M-25 H 152 = 16' Main 119 NA 2 - 1935WHITE ROCK CREEKIN WHITE ROCK

3484 C02-32091 M-25 H 152 = 15' Main 119 NA 2 - 1935STOVER CREEK0.3 MI N OF WHITE ROCK

3485 C03-32091 M-25 H 151 = 12' Main 119 NA 2 - 1935NO NAME2.8 MI N OF WHITE ROCK

3486 C04-32091 M-25 H 151 = 14' Main 119 NA 2 - 1935NO NAME@ PURDY RD

3487 C05-32091 M-25 H 152 = 18' Main 119 NA 2 - 1935BUCKLEY CREEK@ WAGENER CO PARK

3488 C06-32091 M-25 H 151 = 12' Main 119 NA 2 - 19351964

NO NAME0.44 MI N OF HELENA RD

3489 C07-32091 M-25 H 151 = 14' Main 119 NA 2 - 19351964

SPRING CREEK1.3 MI S OF M-142

3490 C08-32091 M-25 H 151 = 14' Main 119 NA 2 - 19351964

SPRING CREEK@ RR 1.1 MI S OF M-142

3491 C09-32091 M-25 H 151 = 16' Main 119 NA 2 - 19351964

NO NAME0.7 MI S M-142@GOLF COURS

3492 C10-32091 M-25 HS 20+Mod1 = 10' Main 119 NA 2 - 1951SLATE STONE CREEK0.6 MI S OF MUNFORD RD

3493 B01-32092 M-25 HS 201 = 30' Main 104 BITUMINOUS 2 - 38.06' 1953HARBOR BEACH CREEK3.4 MI N OF M-142

3494 B02-32092 M-25 HS 201 = 40' Main 104 BITUMINOUS 2 - 38.06' 1953OCHA CREEK5.3 MI N OF M-142

- 37 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Huron

3495 B04-32092 M-25 HS 201 = 45' Main 332 INTEG CONC 2 - 42.98' 1970NEW RIVER1.6 MI W OF HURON CITY

3496 B06-32092 M-25 HS 201 = 40' Main 332 MONO CONC 2 - 44' 1970BIRD CREEK0.3 MI E OF M 53

3497 B07-32092 M-25 HS 203 = 229' Main 332 MONO CONC 2 - 43.96' 1970WILLOW CREEKIN HURON CITY

3498 C01-32092 M-25 HS 20+Mod2 = 16' Main 119 NA 2 - 1953PARK DRAIN0.6 MI N OF HARBOR BEACH

3499 C02-32092 M-25 HS 20+Mod2 = 16' Main 119 NA 2 - 1953NO NAME1.0 MI N OF HARBOR BEACH

3500 C03-32092 M-25 HS 20+Mod1 = 10' Main 119 NA 2 - 1953HAZEL CREEK2.0 MI N OF HARBOR BEACH

3501 C04-32092 M-25 HS 20+Mod2 = 16' Main 119 NA 2 - 1953NO NAME2.4 MI NW OF HARBOR BEACH

3502 C05-32092 M-25 HS 20+Mod2 = 12' Main 119 NA 2 - 1953NO NAME0.9 MI SE OF PORT HOPE

3503 C06-32092 M-25 HS 20+Mod1 = 12' Main 119 NA 2 - 1953NO NAME0.4 MI SE OF PORT HOPE

3504 C07-32092 M-25 HS 20+Mod1 = 16' Main 119 NA 2 - 1953NO NAME0.7 MI NW OF PORT HOPE

3505 C08-32092 M-25 HS 20+Mod1 = 16' Main 119 NA 2 - 1953LAWITZKE2.6 MI NW OF PORT HOPE

3506 C09-32092 M-25 HS 20+Mod1 = 10' Main 119 NA 2 - 1953NO NAME0.1 MI SE OF STODDARD RD

3507 C11-32092 M-25 HS 20+Mod1 = 12' Main 119 NA 2 - 1970NO NAME0.8 MI W OF HURON CITY RD




3511 C16-32092 M-25 HS 20+Mod1 = 10' Main 119 NA 2 - 1970BARANSKI DRAIN2.5 MI E OF M-53

- 38 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Huron

3512 C17-32092 M-25 HS 20+Mod1 = 13' Main 319 NA 2 - 1970GRANT CREEK0.8 MI E OF M-53

3513 C18-32092 M-25 HS 20+Mod1 = 12' Main 119 NA 2 - 1970BRANCH WILLOW CREEK200FT W OF HURON CITY RD

- 39 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Isabella

4225 B01-37013-1 US-127 NB HS 201 = 50' Main 332 LATEX CONC 2 - 43.31'Appr 000

1961LITTLE SALT RIVER4.7 MI N OF GRATIOT COL

4226 B01-37013-2 US-127 SB HS 201 = 50' Main 332 MONO CONC 2 - 42.98' 1961LITTLE SALT RIVER4.7 MI N OF GRATIOT COL

4227 C01-37013 US-127 HS 20+Mod2 = 19' Main 119 NA 4 - 1961POTTER CREEK0.5 MI W OF SHEPHERD RD

4228 C02-37013 US-127 SB HS 20+Mod2 = 16' Main 119 NA 2 - 1961ONION DRAIN1.5 MI S OF M-20

4229 C03-37013 US-127 NB HS 20+Mod2 = 16' Main 119 NA 2 - 1961ONION DRAIN1.5 MI S OF M-20

4230 S01-37013 COE RD H 154 = 208' Main 532 MONO CONC 2 - 23.95' 15' -14' -4 - 68.9' L 68.9' R

19656'' L9'' R

US-1271.0 MI N OF GRATIOT COL

4231 S02-37013 PLEASANT VALLEY RD H 154 = 209' Main 532 MONO CONC 2 - 23.95' 15' -14' -Appr 000 4 - 68.6' L 68.6' R

19648'' L10'' R


4232 S03-37013 BLANCHARD RD HS 204 = 206' Main 332 BITUMINOUS 2 - 25.92' 14' -14' -Appr 000 4 - 67.3' L 67.3' R

19601990

10'' L8'' R


4233 S04-37013 SHEPHERD RD H 154 = 231' Main 332 MONO CONC 2 - 27.89' 14' -15' -Appr 000 4 - 68.6' L 68.6' R

19648'' L0'' R


4234 S05-37013 SUMMERTON RD H 154 = 242' Main 432 MONO CONC 2 - 23.95' 15' -14' -Appr 332 4 - 68.6' L 68.6' R

19650'' L9'' R

US-1274.0 MI S OF M-20

4235 S06-37013 US-127 BR NB HS 203 = 232' Main 382 LATEX CONC 2 - 29.86'14' -2 - 8.9' L 19' R

19616'' R

US-127 SB@ S JCT US-127 BR

4236 S07-37013 BROOMFIELD RD H 154 = 206' Main 532 MONO CONC 2 - 25.92' 14' -14' -Appr 000 4 - 69.2' L 69.2' R

19649'' L9'' R

US-1272.0 MI S OF M-20

4237 S08-37013-1 US-127 NB HS 203 = 147' Main 332 LATEX CONC 3 - 52.82'15' -Appr 000 5 - 75.8' R

19618'' R

M-20@ M-20


19615'' R

M-20@ M-20

4239 S09-37013 BROADWAY RD H 154 = 206' Main 532 MONO CONC 2 - 27.89' 14' -14' -Appr 000 4 - 69.2' L 69.2' R

19658'' L7'' R

US-1270.7 MI S OF M-20

4240 B01-37014-1 US-127 NB HS 203 = 201' Main 332 LATEX CONC 2 - 32.15' 1961CHIPPEWA RIVER1.9 MI NW OF M-20

4241 B01-37014-2 US-127 SB HS 253 = 201' Main 332 MONO CONC 2 - 35.1' 19612000

CHIPPEWA RIVER1.9 MI NW OF M-20

- 40 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Isabella

4242 B02-37014-1 US-127 NB HS 201 = 30' Main 332 BITUMINOUS 2 - 42.98' 1961SALT RIVERIN ROSEBUSH

4243 B02-37014-2 US-127 SB HS 201 = 30' Main 332 BITUMINOUS 2 - 42.98' 1961SALT RIVERIN ROSEBUSH

4244 C01-37014 US-127 SB HS 20+Mod2 = 19' Main 119 NA 2 - 1961NEFF DRAIN0.6 MI N OF BASE LINE RD

4245 C02-37014 US-127 NB HS 20+Mod2 = 19' Main 119 NA 2 - 1961NEFF DRAIN0.6 MI N OF BASE LINE RD

4246 C03-37014 US-127 SB HS 20+Mod2 = 19' Main 119 NA 2 - 1961LEWIS DRAIN1.0 MI N OF BEAL CITY RD

4247 C04-37014 US-127 NB HS 20+Mod2 = 19' Main 119 NA 2 - 1961LEWIS DRAIN1.0 MI N OF BEAL CITY RD

4248 C05-37014 US-127 HS 20+Mod2 = 16' Main 119 NA 4 - 1900MCDONALD DRAIN2.7 MI S OF CLARE COL

12987 C06-37014 US-127 SB HS 20+Mod1 = 12' Main 119 NA 2 - 1961CATKINS DRAIN1.3 MI N OF BEAL CITY RD

12988 C07-37014 US-127 NB HS 20+Mod12' Main 119 NA 2 - 1961CATKINS DRAIN1.3 MI N OF BEAL CITY RD

4249 R01-37014-1 US-127 NB HS 203 = 190' Main 332 LATEX CONC 3 - 43.64'24' -Appr 000 2 - 41.3' R

19613'' R

EAST RIVER RD RR(ABN)0.1 MI N OF US-127 BR

4250 R01-37014-2 US-127 SB HS 203 = 198' Main 332 LATEX CONC 3 - 43.64' 24' -Appr 000 2 - 41.3' R

19615'' LEAST RIVER RD RR(ABN)0.1 MI N OF US-127 BR

4253 S01-37014 ISABELLA RD H 154 = 230' Main 332 MONO CONC 2 - 25.92' 14' -14' -Appr 000 4 - 10.8' L 11.5' R

19647'' L9'' R

US-1270.7 MI N OF M-20

4254 S02-37014 US-127 BR NB HS 203 = 236' Main 382 MONO CONC 2 - 32.81' 15' -Appr 000 2 - 9.8' L 11.5' R

19610'' LUS-127 SB@ US-127 BR

4255 S03-37014 BASELINE RD H 154 = 210' Main 532 BITUMINOUS 2 - 25.92' 14' -15' -Appr 000 4 - 70.2' L 70.2' R

196511'' L2'' R

US-1271.1 MI N OF US-127 BR

4256 S04-37014 BEAL CITY RD H 154 = 218' Main 532 BITUMINOUS 2 - 23.95' 14' -15' -Appr 000 4 - 73.8' L 73.8' R

196411'' L0'' R

US-1273.1 MI N OF US-127BR

4257 S05-37014 ROSEBUSH RD HS 204 = 212' Main 332 MONO CONC 2 - 27.89' 14' -15' -Appr 000 4 - 67.6' L 67.6' R

196110'' L0'' R

US-127IN ROSEBUSH

4258 S06-37014 VERNON RD H 154 = 204' Main 532 MONO CONC 2 - 25.92' 14' -14' -Appr 000 4 - 68.6' L 68.6' R

19659'' L8'' R

US-1276.1 MI S OF US-10

- 41 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Isabella

4259 S07-37014 COLEMAN RD H 153 = 128' Main 532 MONO CONC 2 - 25.92' 14' -14' -Appr 000 2 - 55.8' R

19658'' L6'' R

US-127 SB4.1 MI S OF US-10

4260 S08-37014 GRASS LAKE RD H 154 = 216' Main 532 MONO CONC 2 - 23.95' 14' -14' -Appr 000 4 - 69.2' L 69.2' R

19649'' L9'' R

US-1272.1 MI S OF US-10

4261 S09-37014 US-127 BR NB HS 203 = 223' Main 382 LATEX CONC 2 - 29.86' 15' -2 - 56.1' R

19611'' LUS-127 SB@ US-127 BR N CLARE EXIT

4262 S10-37014 COLEMAN RD H 153 = 126' Main 532 MONO CONC 2 - 25.92'14' -2 - 56.1' R

19655'' R

US-127 NB4.1 MI S OF US-10

4251 S11-37014-1 US-127 NB HS 201 = 121' Main 532 INTEG CONC 2 - 55'18' -2 - 52.5' R

20066'' R

US-10 BR@ US-10

4252 S11-37014-2 US-127 SB HS 201 = 121' Main 532 INTEG CONC 2 - 44'18' -2 - 33.8' L

20064'' R

US-10 BR@ US-10

13340 V01-37014 US-127 HS 2517' Main 319 NONE 4 - 2008PERE MARQ RAIL - TRAILVERNON TWP SEC 2


CHIPPEWA RIVER7.2 MI E OF MECOSTA COL


N BR CHIPPEWA RIVER4.5 MI W OF US-27BR

4265 B03-37021 M-20 H 151 = 130' Main 532 LATEX CONC 4 - 52.17' 1996CHIPPEWA RIVERIN MT PLEASANT

4266 C01-37021 M-20 HS 20+Mod1 = 15' Main 319 NA 2 - 1973PONY CREEK0.5 MI E OF MECOSTA COL

13150 P01-37021 PEDWALK ADJ M-20 Pedestrian148' Main 310 NONE

2003CHIPPEWA RIVERCITY OF MT PLEASANT

4267 X01-37021 ANN ARBOR RR Railroad1 = 65' Main 325 NA13' -4 - 59.4' R

19389'' R

M-20IN MT PLEASANT

4269 C01-37022 M-20 HS 20+Mod1 = 14' Main 119 NA 5 - 1979BR CHIPPEWA RIVERAT PARK INN

12989 C02-37022 M-20 HS 20+Mod11' Main 119 MONO CONC 5 - 1979NO NAME DRAINAT SHEPARD RD

4270 S01-37032 LOOMIS RD HS 20+Mod4 = 234' Main 332 LATEX CONC 2 - 29.5' 14' -14' -4 - 67.9' L 67.9' R

19622006

6'' L8'' R

US-103.4 MI NW OF MIDLAND COL

4271 S02-37032 LEATON RD H 154 = 245' Main 532 MONO CONC 2 - 23.95' 14' -14' -Appr 000 4 - 67.9' L 67.9' R

19618'' L9'' R

US-102.2 MI SE OF CLARE COL

- 42 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Isabella

4272 S03-37032 US-10 HS 20+Mod3 = 151' Main 332 LATEX CONC 2 - 41.99' 15' -Appr 000 1 - 33.5' R

19622'' LUS-10 WB RAMP1.4 MI SE OF CLARE COL

- 43 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Lapeer

5300 C01-44011 M-24 H 201 = 14' Main 119 NA 5 - 19401970

FARMER'S CREEK0.1 MI S OF W GENESEE ST


S BR FLINT RIVER1.8 MI N OF M-21


PLUM CREEK2.8 MI N OF M-21

5303 B03-44012 M-24 HS 251 = 90' Main 332 LATEX CONC 2 - 47.9' 1983N BR FLINT RIVER0.6 MI S OF M-90


1974FOSTORIA DRAIN1.5 MI N OF M-90

5305 B05-44012 M-24 H 201 = 15' Main 101 BITUMINOUS 2 - 29.86' 1940RAYMPH DRAIN2.0 MI N OF M-90

5306 C01-44012 M-24 H 201 = 10' Main 119 NA 2 - 1940MERLIN BROOK3.1 MI N OF M-21

5307 C02-44012 M-24 HS 20+Mod1 = 14' Main 119 NA 2 - 1940BARNES LAKE OUTLET1.4 MI S OF M-90

5308 C03-44012 M-24 HS 20+Mod1 = 12' Main 119 BITUMINOUS 2 - 21.98' 1940BUTTERNUT CREEK3.2 MI S OF TUSCOLA COL

5309 C04-44012 M-24 HS 20+Mod1 = 18' Main 119 BITUMINOUS 2 - 21.98' 1940LYONS DRAIN2.4 MI S OF TUSCOLA COL

5310 C05-44012 M-24 H 201 = 12' Main 119 NA 2 - 1996BRANCH OF SILVER CREEK0.6 MI S OF TUSCOLA COL

5311 C06-44012 M-24 H 201 = 11' Main 119 NA 2 - 1940BRANCH OF SILVER CREEK1.9 MI S OF TUSCOLA COL

5312 R01-44012 M-24 HS 203 = 133' Main 302 BITUMINOUS 2 - 38.06' 1948CR RR (ABN)1.0 MI N OF M-21

5313 B01-44031 M-53 HS 251 = 67' Main 506 MONO CONC 3 - 39.04' 1999CLINTON RIVERIN ALMONT

5314 B02-44031 M-53 HS 201 = 50' Main 532 MONO CONC 2 - 41.01' 1963WESTERN DRAIN2.6 MI S OF IMLAY CITY

5315 C01-44031 M-53 H 151 = 10' Main 119 NA 2 - 1925BRANCH BELLE RIVER1.2 MI N OF ALMONT

5316 C02-44031 M-53 H 151 = 22' Main 119 NA 2 - 2009BRANCH BELLE RIVER3.0 MI N OF ALMONT

- 44 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Lapeer

5317 X01-44031 GTW RR Railroad3 = 102' Main 303 NA13' -3 - 44.9' R

193411'' R

M-53(VAN DYKE ROAD)IN IMLAY CITY

5318 B01-44032 M-53 HS 251 = 26' Main 505 BITUMINOUS 2 - 45.93' 1979ELK LAKE CREEK3.8 MI NORTH OF IMLAY CTY

5319 B02-44032 M-53 H 151 = 26' Main 119 INTEG CONC 2 - 44'

2007PETERS DRAIN0.2 MI S OF SANILAC COL

5320 C01-44032 M-53 H 151 = 16' Main 119 NA 2 -

1925LONG LAKE CREEK0.2 MI N OF M-21 IN IMLAY

5321 C02-44032 M-53 H 151 = 16' Main 119 NA 2 - 1925ELM CREEK0.2 MI N OF M-90

5324 B01-44043 I-69 EB HS 203 = 110' Main 532 EPOXY OVLY 2 - 39.2' 1971FARMERS CREEK1.0 MI SW OF LAPEER

5325 B02-44043 I-69 WB HS 203 = 110' Main 532 EPOXY OVLY 2 - 39.2' 1971FARMERS CREEK1.0 MI SW OF LAPEER

5326 C01-44043 I-69 HS 20+Mod2 = 16' Main 119 NA 6 - 1971HASLER CREEK0.2 MI E OF ELBA RD

5327 S01-44043 ELBA ROAD H 202 = 264' Main 482 MONO CONC 2 - 34.5' 17' -16' -4 - 94.8' L 96.8' R

19712'' L8'' R

I-696.0 MI SW OF LAPEER

5328 S02-44043 HADLEY ROAD H 155 = 390' Main 382 MONO CONC 2 - 34.5' 16' -16' -4 - 75.8' L 96.1' R

19718'' L6'' R

I-694.5 MI W OF LAPEER

5329 S03-44043 GOLF ROAD H 152 = 288' Main 482 MONO CONC 2 - 34.5' 16' -17' -4 - 99.7' L 99.7' R

19717'' L0'' R

I-692.0 MI W OF LAPEER

5330 S04-44043 LAKE NEPESSING RD H 202 = 264' Main 482 LATEX CONC 2 - 40.5' 16' -16' -4 - 98.4' L 97.1' R

19715'' L4'' R


5331 S05-44043 BALDWIN ROAD H 154 = 318' Main 382 EPOXY OVLY 2 - 34.5' 16' -16' -4 - 99.7' L 99.7' R

19719'' L10'' R


5332 S06-44043 I-69 EB HS 202 = 171' Main 332 EPOXY OVLY 3 - 48.5' 16' -16' -6 - 48.9' L 48.2' R

197111'' L7'' R

M-241.0 MI S OF LAPEER , M-24

5333 S07-44043 I-69 WB HS 202 = 171' Main 332 LATEX CONC 3 - 48.5' 15' -15' -6 - 48.9' L 48.2' R

19713'' L0'' R

M-241.0 MI S OF LAPEER , M-24

5334 B01-44044 I-69 EB HS 253 = 134' Main 532 LATEX CONC 2 - 43.96' 1983S BR FLINT RIVERSE OF LAPEER

5335 B02-44044 I-69 WB HS 253 = 138' Main 532 LATEX CONC 2 - 43.96' 1983S BR FLINT RIVERSE OF LAPEER

- 45 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Lapeer

5336 B05-44044 I-69 EB & RAMP HS 253 = 123' Main 532 EPOXY OVLY 3 - 52.9' 1983HUNTER CREEKSE OF LAPEER

5337 B06-44044 I-69 WB HS 253 = 123' Main 532 EPOXY OVLY 3 - 66.7'

1983HUNTER CREEKS OF LAPEER

5338 C01-44044 I-69 HS 20+Mod2 = 36' Main 119 NA 4 - 1983N BRANCH BELL RIVER0.5 MI E OF M-53

5339 C02-44044 I-69 HS 20+Mod2 = 25' Main 119 MONO CONC 4 - 44.95' 1983PINE CREEK0.2 MI E OF WILDER RD

5340 C03-44044 I-69 EB RAMP HS 20+Mod2 = 24' Main 119 NA 1 - 1983PINE CREEK0.2 MI E OF WILDER RD

5341 C04-44044 I-69 WB RAMP HS 20+Mod2 = 24' Main 119 NA 1 - 1983PINE CREEK0.2 MI E OF WILDER RD

5342 R03-44044 I-69 EB HS 253 = 173' Main 432 LATEX CONC 2 - 43.96'Appr 000

1983GTW RR (ABN)2 MI SW IMLAY CITY

5343 R04-44044 I-69 WB HS 253 = 173' Main 432 LATEX CONC 2 - 43.96'Appr 000

1983GTW RR (ABN)2.0 M SW OF IMLAY CITY

5344 S01-44044 I-69 EB HS 251 = 98' Main 382 LATEX CONC 2 - 44.29' 14' -14' -2 - 37.7' R

19834'' L4'' R

CLARK RD1.0 MI S OF LAPEER

5345 S02-44044 I-69 WB HS 251 = 98' Main 382 LATEX CONC 2 - 43.96'14' -2 - 37.7' R

19835'' R

CLARK RD1.0 MI S OF LAPEER

5346 S03-44044 MORRIS RD HS 252 = 300' Main 482 LATEX CONC 2 - 35.76' 17' -16' - 4 - 99.1' L 98.4' R

19838'' L5'' R

I-690.7 MI E OF LAPEER

5347 S04-44044 WILDER RD HS 252 = 272' Main 482 LATEX CONC 2 - 41.99' 16' -17' -4 - 99.4' L 98.1' R

19835'' L6'' R

I-693.0 MI E OF LAPEER

5348 S05-44044 5 LAKES RD HS 253 = 388' Main 482 LATEX CONC 2 - 41.99' 16' -17' -5 - 83' L 99.7' R

19832'' L9'' R

I-694.0 M E OF LAPEER

5349 S06-44044 LK GEORGE RD HS 252 = 304' Main 482 EPOXY OVLY 2 - 41.99' 16' -16' -4 - 99.7' L 99.7' R

19832'' L2'' R

I-696.0 M E OF LAPEER

5350 S07-44044 LK PLEASANT RD HS 252 = 273' Main 482 EPOXY OVLY 2 - 41.99' 16' -17' -Appr 000 4 - 97.8' L 98.8' R

198310'' L9'' R

I-694.5 M W OF IMLAY CITY

5351 S09-44044 I-69 EB HS 251 = 118' Main 382 EPOXY OVLY 2 - 44.62' 15' -15' -2 - 44.9' R

19834'' L4'' R

NEWARK RD3.7 M W OF IMLAY CITY

5352 S10-44044 I-69 EB HS 251 = 97' Main 382 EPOXY OVLY 2 - 43.96'15' - 2 - 42' R

19833'' R

WINSLOW RD3 M SW OF IMLAY CITY

- 46 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Lapeer

5353 S11-44044 I-69 WB HS 251 = 97' Main 382 EPOXY OVLY 2 - 43.96'16' -2 - 42' R

19832'' R

WINSLOW RD3 MI SW OF IMLAY CITY

5354 S12-44044 I-69 EB HS 251 = 93' Main 382 LATEX CONC 2 - 43.96'15' -2 - 39.7' R

19835'' R

SUMMERS RD2.0 M SW OF IMLAY CITY


19837'' R

SUMMERS RD2.0 M SW OF IMLAY CITY

5356 S14-44044 BLACKS CORNERS RD H 202 = 269' Main 482 EPOXY OVLY 2 - 35.76' 16' -17' -4 - 99.7' L 98.8' R

19836'' L7'' R

I-691.7 MI S OF IMLAY CITY

5357 S15-44044 M-53 HS 252 = 262' Main 482 EPOXY OVLY 5 - 105.97' 17' -16' -6 - 99.7' L 99.7' R

19791988

6'' L7'' R

I-691.7 M S OF IMLAY CITY

5358 S16-44044 BOWMAN ROAD H 202 = 268' Main 482 EPOXY OVLY 2 - 37.4' 16' -15' -4 - 98.8' L 99.7' R

19795'' L8'' R

I-692.2 MI SE OF IMLAY CITY

5359 S17-44044 BRISTOL ROAD H 202 = 280' Main 482 EPOXY OVLY 2 - 37.07' 17' -16' -4 - 96.8' L 96.8' R

19780'' L2'' R

I-693.0 MI SE OF IMLAY CITY

5360 S18-44044 I-69 EB HS 251 = 95' Main 382 EPOXY OVLY 2 - 42.32'15' -2 - 39.7' R

19793'' R

GRAHAM ROAD4.2 MI SE OF IMLAY CITY


19797'' R

GRAHAM ROAD4.2 MI SE OF IMLAY CITY

5362 S20-44044 I-69 WB HS 251 = 98' Main 382 EPOXY OVLY 2 - 43.96'14' - 2 - 44.9' R

19838'' R

NEWARK RD3.7 M W OF IMLAY CITY

5363 B03-44061 M-90 HS 251 = 101' Main 505 MONO CONC 2 - 43.96' 1997FLINT RIVER1.0MI W OF NORTH BRANCH

5364 B04-44061 M-90 HS 203 = 128' Main 432 MONO CONC 2 - 43.96' 1965N BRANCH FLINT RIVER0.8 MI E OF M-24

5365 C03-44061 M-90 HS 20+Mod1 = 16' Main 119 NA 2 -Appr 000

1948ELM CREEK0.8 MI W OF M-53

- 47 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Midland

6885 B01-56011 M-18 HS 251 = 100' Main 532 MONO CONC 2 - 44.95' 2001BUFF CREEK0.8 MI N OF US-10


19411948

TRIPP DRAIN1.4 MI N OF US-10


19411946

TRIPP DRAIN3.0 MI S OF GLADWIN COL

6888 C03-56011 M-18 OTHER1 = 12' Main 119 NA 2 -Appr 000

1941CURTICE DRAIN1.3 MI S OF GLADWIN COL

6889 B01-56021 M-20 H 202 = 107' Main 505 LATEX CONC 5 - 82.02'Appr 000

19401996

CHIPPEWA RIVER1.7 MI E OF ISABELLA COL

6890 B02-56021 M-20 HS 20+Mod1 = 23' Main 505 BITUMINOUS 5 - 83.01' 19381979

PRAIRIE CREEK1.2 MI E OF MERIDIAN RD

6891 R01-56021 M-20 HS 2010 = 672' Main 303 LATEX CONC 4 - 63.98'Appr 332

1955CSX/TITABAWASSEE RV(ABN)IN MIDLAND

6892 S01-56023-3 M-20 & US-10 BR EB HS 203 = 166' Main 204 MONO CONC 2 - 41.99'14' -Appr 000 4 - 54.1' R

19606'' R

OLD US-10, SAGINAW RDIN MIDLAND (SAGINAW RD)

6893 S01-56023-4 M-20 & US-10 BR WB HS 203 = 166' Main 204 MONO CONC 2 - 41.99' 14' -Appr 000 2 - 54.1' L 54.1' R

19606'' LOLD US-10, SAGINAW RDIN MIDLAND (SAGINAW RD)

6894 S02-56023-3 M-20 & US-10 BR HS 203 = 141' Main 204 MONO CONC 3 - 51.84'17' -Appr 000 4 - 53.8' R

19602'' R

WALDO RDIN MIDLAND WALDO RD M-20

6895 S02-56023-4 M-20 & US-10 BR HS 203 = 141' Main 204 MONO CONC 2 - 41.99'15' -Appr 000 4 - 53.8' R

19607'' R

WALDO RDIN MIDLAND WALDO RD M-20

6896 S03-56023 US-10 EB HS 203 = 152' Main 204 LATEX CONC 2 - 41.99'16' -2 - 43' R

19602'' R

US-10BR WB & M-20IN MIDLAND M-20 WB, US-10

6953 B01-56031 M-30, MERIDIAN RD HS 251 = 50' Main 505 MONO CONC 2 - 41.4' 2006CARROLL CREEK0.8 MI S OF WACKERLY RD

13410 B02-56031 M-30, MERIDIAN RD HS 251170' Main 532 MONO CONC 2 - 40' 2007TITTABAWASSEE RIVERJEROME TWP SEC 25&36


TITTABAWASSEE RIVER0.3 MI N OF EDENVILLE

6898 C01-56032 M-30 OTHER1 = 15' Main 319 NA 2 - 1947RAYMOND DRAIN1.2 MI SE OF EDENVILLE

6899 B01-56044-3 US-10 EB HS 20+Mod3 = 217' Main 332 EPOXY OVLY 2 - 32' 19621997

BLUFF CREEK0.8 MI SE OF M-18

- 48 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Midland

6900 B01-56044-4 US-10 WB HS 20+Mod3 = 217' Main 332 LATEX CONC 2 - 32' 19622001

BLUFF CREEK0.8 MI SE OF M-18

6901 B02-56044 US-10 EB HS 20+Mod3 = 139' Main 532 MONO CONC 2 - 40.03' 1962MUD CREEK2.8 MI SE OF M-18

6902 B03-56044 US-10 WB HS 20+Mod3 = 146' Main 532 MONO CONC 2 - 40.03' 1962MUD CREEK2.5 MI SE OF M-18

6903 B04-56044-3 US-10 EB HS 20+Mod3 = 357' Main 532 MONO CONC 2 - 44' 2008SANFORD LAKE0.2 MI NW OF M-30

6904 B04-56044-4 US-10 WB HS 20+Mod3 = 357' Main 532 MONO CONC 2 - 56' 2008SANFORD LAKE0.2 MI NW OF M-30

6905 B05-56044-3 US-10 EB HS 201 = 45' Main 104 EPOXY OVLY 2 - 41.99' 1960STURGEON CREEK1.1 MI NW OF US-10 BR

6906 B05-56044-4 US-10 WB HS 201 = 45' Main 104 EPOXY OVLY 2 - 41.99' 1960STURGEON CREEK1.1 MI NW OF US-10 BR

6907 C01-56044 US-10 OTHER1 = 10' Main 119 NA 2 -Appr 000

1962HAHN DRAIN0.25 MI E OF STARK RD


1962STURGEON CREEK0.9 MI E OF STARK RD


1975NO NAME0.4 MI SE OF M-18

6910 S01-56044 M-18 HS 20+Mod4 = 242' Main 332 BITUMINOUS 3 - 41.99' 14' -14' -5 - 68.9' L 76.8' R

19628'' L9'' R

US-10@ M-18

6911 S02-56044 W RIVER RD HS 20+Mod4 = 222' Main 332 LATEX CONC 2 - 31.5' 14' -14' - 4 - 67.9' L 67.9' R

196211'' L10'' R

US-101.3 MI NW OF M-30

6912 S03-56044 M-30 HS 20+Mod4 = 200' Main 532 EPOXY OVLY 2 - 33.46' 14' -14' -6 - 64.6' L 63.3' R

196110'' L9'' R

US-10@ M-30

6913 S04-56044 HOPE RD H 154 = 269' Main 332 EPOXY OVLY 2 - 27.5' 14' -14' -4 - 67.9' L 67.9' R

19616'' L6'' R

US-101.7 MI SE OF M-30

6914 S05-56044 STARK RD H 154 = 198' Main 204 EPOXY OVLY 2 - 30' 15' -15' -4 - 55.1' L 55.4' R

196011'' L3'' R

US-103.2 MI W OF US-10 BR

6915 S06-56044 STURGEON RD H 154 = 198' Main 204 MONO CONC 2 - 25.92' 15' -15' -Appr 000 4 - 54.8' L 54.8' R

19600'' L0'' R

US-101.0 MI W OF US-10 BR

6916 S07-56044-3 US-10 EB HS 201 = 112' Main 332 MONO CONC 2 - 45.2'17' -7 - 53.8' R

20011'' R

US-10BR@ US-10 BR EASTMAN RD

- 49 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Midland

6917 S07-56044-4 US-10 WB HS 251 = 112' Main 332 MONO CONC 3 - 63.6'16' -7 - 53.8' R

20018'' R

US-10BR@ US-10 BR EASTMAN RD

6918 S08-56044 JEFFERSON RD H 154 = 200' Main 204 MONO CONC 2 - 37.1' 15' -15' -Appr 000 4 - 55.4' L 54.8' R

19601'' L0'' R

US-100.8 MI E OF US-10 BR

6919 S09-56044 WALDO RD H 154 = 404' Main 204 LATEX CONC 2 - 29.2' 16' -16' -Appr 000 4 - 55.4' L 55.4' R

19609'' L10'' R

US-102.3 MI NW OF BAY CO LINE

6920 S10-56044 ASHMAN RD H 154 = 216' Main 204 MONO CONC 4 - 43.96' 15' -15' -Appr 000 4 - 55.4' L 55.4' R

19602'' L1'' R

US-10IN MIDLAND

6921 S11-56044 US-10 EB HS 203 = 128' Main 204 LATEX CONC 2 - 41.99'16' -2 - 47.9' R

19609'' R

PATRICK ST@ BAY CO LINE SECOND ST

6922 C01-56045 US-10 NB OTHER1 = 12' Main 119 NA 4 - 1961NELSON DRAIN0.7 MI SE OF SHAFFER RD

6923 C02-56045 US-10 SB OTHER1 = 12' Main 119 NA 2 - 1974NELSON DRAIN0.7 MI SE OF SHAFFER RD

6924 S01-56045 COLEMAN RD HS 204 = 209' Main 332 MONO CONC 2 - 31.5' 14' -14' -Appr 000 4 - 67.9' L 67.9' R

19629'' L8'' R

US-101.0 MI E OF ISABELLA COL

6925 S02-56045 SHAFFER RD HS 204 = 302' Main 382 MONO CONC 2 - 25.92' 14' -14' -Appr 000 4 - 67.9' L 67.9' R

19628'' L8'' R

US-103.2 MI ESE OF ISABELL COL

6926 C01-56051 US-10 BR OTHER1 = 16' Main 119 NA 4 -Appr 000

1900SNAKE CREEK0.7 MI N M-20, IN MIDLAND

- 50 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Saginaw


LAMB CREEK4.3 MI E OF GRATIOT COL

9036 B02-73021 M-57 H 152 = 141' Main 352 EPOXY OVLY 3 - 40.03' 1930SHIAWASSEE RIVERIN CHESANING

9037 B03-73021 M-57 HS 251 = 34' Main 119 INTEG CONC 2 - 43.3' 2002BEAR CREEK8.2 MI W OF GENESEE COL

9038 B04-73021 M-57 HS 251 = 84' Main 505 LATEX CONC 2 - 47.9' 1985NORTHWOOD CREEK2.1 MI W OF GENESEE COL


19401990

MISTEQUAY CREEK0.6 MI W OF GENESEE COL

9040 C01-73021 M-57 OTHER2 = 10' Main 119 NA 2 - 1935S FORK OF BAD RIVER0.4 M WEST OF MERRILL RD


1935BANNER DRAIN0.4 M WEST OF CHAPIN ROAD


1935GRIFFUS CREEK0.6 M WEST OF BRENNAN RD

9043 C04-73021 M-57 OTHER2 = 20' Main 119 NA 2 - 1935E BR OF GRIFFUS CREEK0.3 M WEST OF BRENNAN RD


1935E BR GRIFFUS CREEK0.7 W OF HEMLOCK RD


1935KRANTZ DRAIN0.5 M WEST OF HEMLOCK RD


1935PICKEREL CREEK0.4 M WEST OF RAUCHOLZ RD


1935W BR OF DEER CREEK1.9 WEST OF CHESANING


1935DEER CREEKW CITY LIMITS CHESANING


1946BR OF DEER CREEKWEST BROAD ST CHESANING


1935BR OF BEAR CREEKE CITY LIMITS CHESANING


1940ANDRES DRAIN2.6 MI EAST OF CHESANING

- 51 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Saginaw


1940ADAMS DRAINAT AMMAN ROAD


1940BR WICKHAM DRAIN0.3 MI EAST OF AMMAN ROAD


1940WICKHAM DRAIN0.3 MI WEST OF GASPER RD


1940BR OF ALBERTS DRAIN0.7 MI WEST OF BISHOP RD


1940DEARSALL DRAIN0.1 MI WEST OF BISHOP RD


1940MITCHELL CREEKAT BISHOP ROAD


1940BR.OF MITCHELL CREEK0.9 MI WEST OF LINCOLN RD


1940EICHOLT DRAIN0.4 MI WEST OF LINCOLN RD


1940BOUCK DRAIN1.3 MI W GENESEE CO LINE

12985 C22-73021 M-57 HS 2012' Main 119 LATEX CONC 2 - 38.06' 1959NO NAME DRAIN0.1 MI NE OF GRATIOT COL


PICKEREL CREEK3.4 MI N OF M-57

9062 B02-73031 M-52 HS 201 = 90' Main 332 LATEX CONC 4 - 52' 1977S BR BAD RIVERIN ST CHARLES

9063 B03-73031 M-52 H 152 = 100' Main 532 INTEG CONC 2 - 40.03' 19291999

N BR BAD RIVERIN ST CHARLES

9064 B04-73031 M-52 HS 201 = 90' Main 332 LATEX CONC 2 - 47.9' 1977BEAVER CREEKN LIMITS OF ST CHARLES


MARSH CREEK4.0 MI N OF ST CHARLES


WILLIAMS CREEK0.7 MI S OF M-46


1964SAWYER DRAIN0.4 MI SOUTH OF OACKLEY

- 52 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Saginaw


19409 DRAINNORTH LIMITS OF OAKLEY

9069 C03-73031 M-52 OTHER16' Main 119 NA 2 - 1940CARSON DRAIN0.3 MI NORTH OF M-57


1940CARSON DRAIN1.4 MI NORTH OF M-57


1900WOLF CREEK1.9 MI NORTH OF STCHARLES


1900UNIVERSAL DRAIN1.5 MI NORTH OF STATE ST


1900S BR KOCHVILLE DRAIN2.1 MI S OF BAY CO LINE

9074 C03-73033 M-84 OTHER1 = 10' Main 119 NA 2 - 62.99' 1900KOCHVILLE DRAIN1.25 MI S OF BAY CO LINE


19391985

SAVAGE DRAIN3.3 MI N OF GENESEE COL

9077 B02-73051 M-13 H 151 = 31' Main 104 EPOXY OVLY 2 - 40.03' 1930MILKS DRAIN7.8 MI S OF M-46

9078 B03-73051 M-13 H 151 = 51' Main 332 EPOXY OVLY 2 - 42.98' 19301975

KOEPKE DRAIN7.6 MI S OF M-46

9079 B04-73051 M-13 H 203 = 165' Main 302 LATEX CONC 2 - 36.09' 1941FLINT R7.2 MI S OF M-46


1941BIRCH RUN OUTLET DRN7.1 MI S OF M-46

9081 B06-73051 M-13 HS 201 = 35' Main 332 EPOXY OVLY 2 - 36.09' 19411986

COLE DRAIN5.8 MI S OF M-46

9082 B07-73051 M-13 HS 206 = 390' Main 332 LATEX CONC 2 - 29.86'Appr 000

1964CASS RIVER3.3 MI S OF M-46

9083 B08-73051 M-13 H 151 = 23' Main 104 BITUMINOUS 2 - 32.15' 1929NO NAME DRAIN1.8 MI S OF M-46


193912 DRAIN1.1 MI NORTH OF JCT M-57


1939PEART DRAIN0.4 MI N OF GENESEE COL

- 53 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Saginaw


1939BECKER DRAIN3.9 MI N OF GENESEE COL


1939MESSNER DRAIN0.4 MI SOUTH OF MOORE RD


1954PLANK ROAD #16 DRAIN1.5 MI EAST OF MERRILL


1954WHITMORE DRAIN2.3 MI EAST OF MERRILL


1954MC CLELLAN RUN CREEK1.0 MI EAST OF HEMLOCK

9091 C04-73061 M-46 OTHER1 = 18' Main 119 NA 2 - 44'Appr 000

1954WILLIAMS CREEK4.3 MI EAST OF HEMLOCK

9092 B01-73062-3 M-46 EB HS 203 = 155' Main 332 BITUMINOUS 2 - 36.09' 1958SWAN CREEK1.6 MI E OF M-52

9093 B01-73062-4 M-46 WB HS 203 = 155' Main 332 BITUMINOUS 2 - 36.09'Appr 000

1958SWAN CREEK1.6 MI E OF M-52


TITTABAWASSEE RIVER0.4 MI W OF M-47


OVERFLOW EAST0.1 MI W OF M-47


SAGINAW RIVERIN SAGINAW

9097 P01-73062 COUNTRY CLUB PED Pedestrian7 = 272' Main 310 BITUMINOUS15' -Appr 303 4 - 89.9' R

19694'' R

M-460.5 MI W OF SAGINAW


1937WEAVER DRAIN8.7 MI W OF TUSCOLA COL


1937ENGLISH QUARTERLINE DRN7.7 MI W OF TUSCOLA COL


1937COOL CREEK6.1 W OF TUSCOLA COL


1937BLUMFIELD CREEK3.3 MI W OF TUSCOLA COL

9102 X01-73063 CSX RR Railroad3 = 71' Main 303 NA14' -Appr 000 4 - 44.9' R

19375'' R

M-46IN SAGINAW

- 54 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Saginaw


19401960

KOCHVILLE & SAGINAW DRN0.1 MI N OF SHADOCK

9104 R01-73075-1 M-47 NB HS 203 = 183' Main 332 MONO CONC 2 - 41.99'Appr 000

1960CSX RR1.7 MI S OF N CO LINE

9105 R01-73075-2 M-47 SB HS 203 = 183' Main 332 MONO CONC 2 - 41.99'Appr 000

1960CSX RR1.7 MI S OF N CO LINE


BLUMFIELD CREEK3.7 MI E OF I-75


CHEBOYGANING CREEK0.2 MI W OF M-15


1929DIECKMAN DRAIN0.8 W OF I-75


1929GAGE #1 DRAINAT WOLF RD 9.3 M W COL


1929BR OF BOULTON DRAIN8.8 MI W OF TUSCOLA COL


1929WEAVER DRAIN7.9 MI W OF TUSCOLA COL


1929ENGLISH QUARTERLINE DRN7.4 MI W OF TUSCOLA COL


1948WATERCOURSE #1 DRAIN1.2 MI W OF TUSCOLA COL


1900NO NAME1.8 MI S OF BAY CO LINE

9115 B01-73101 I-675 HS 20+Mod42 = 2948' Main 432 LATEX CONC 4 - 86.5'14' -Appr 332 12 - 80.4' R

197120092'' R

SAG RIV, H&E,SBS RR, M13IN SAGINAW

9116 B01-73101-6 M-58 EB TO I-675 E HS 20+Mod11 = 717' Main 332 LATEX CONC 1 - 24.5'14' -3 - 61' R

197120092'' R

H&E RR, DAVENPORTIN SAGINAW

9117 B02-73101 RAMP I-675 TO I-75 HS 20+Mod1 = 80' Main 332 MONO CONC 2 - 41' 1971KOCHVILLE DRAIN@ N JCT I-75

9118 C01-73101 I-675 & RAMP OTHER2 = 13' Main 119 NA 5 -Appr 000

1971KOEHLER DRAIN100' EAST OF OUTER DRIVE

9119 C02-73101 I-675 OTHER1 = 13' Main 119 NA 4 -Appr 000

1971MC CARRY BR UNIVERSAL DR200' SOUTH OF MC CARTY RD

- 55 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Saginaw

9120 P01-73101 21ST ST WALKOVER Pedestrian19 = 270' Main 482 MONO CONC 17' -17' -Appr 505 6 - 85.9' L 78.2' R

20095'' L5'' R

I-675IN SAGINAW

9122 R02-73101-1 I-675 NB HS 20+Mod3 = 196' Main 332 LATEX CONC 2 - 39.7' 1971SBS RR0.2 MI N OF SAGINAW

9123 R02-73101-2 I-675 SB HS 20+Mod3 = 200' Main 332 LATEX CONC 2 - 39.7' 1971SBS RR0.2 MI N OF SAGINAW

9124 S01-73101 JANES RD H 153 = 110' Main 302 MONO CONC 2 - 28.5' 16' -14' -1 - 36.7' R

19710'' L9'' R

I-675 RAMP@ I-75

9125 S02-73101 I-675 NB HS 204 = 270' Main 332 LATEX CONC 2 - 39.2' 15' -16' -7 - 65' L 72.5' R

19719'' L0'' R

I-75@ S JCT I-75

9126 S03-73101 OUTER DRIVE H 155 = 283' Main 332 LATEX CONC 2 - 32.5' 14' -14' -6 - 72.8' L 77.1' R

19712009

8'' L9'' R

I-6750.1 MI W OF I-75

9127 S04-73101-1 VETREANS MEM PKWY H 202 = 204' Main 482 BITUMINOUS 3 - 40.03' 14' -14' -Appr 000 6 - 62.7' L 62.7' R

19719'' L11'' R

I-675IN SAGINAW

9128 S04-73101-2 VETREANS MEM PKWY H 202 = 204' Main 482 BITUMINOUS 3 - 40.03' 15' -15' -Appr 000 6 - 62.7' L 62.7' R

19711'' L2'' R

I-675IN SAGINAW

9129 S05-73101 14TH ST H 152 = 182' Main 432 LATEX CONC 2 - 30' 15' -16' -6 - 64' L 65.3' R

19712009

5'' L6'' R

I-675IN SAGINAW

9130 S06-73101-1 I-675 NB HS 20+Mod3 = 131' Main 332 BITUMINOUS 2 - 40.68' 15' -14' - 4 - 49.9' R

19714'' L8'' R

6TH STIN SAGINAW

9131 S06-73101-2 I-675 SB HS 20+Mod3 = 131' Main 332 BITUMINOUS 2 - 40.68'14' -4 - 65.9' R

19717'' R

6TH STIN SAGINAW

9132 S07-73101-1 I-675 NB HS 20+Mod3 = 136' Main 532 MONO CONC 2 - 40.68'17' -Appr 000 2 - 65.9' R

19713'' R

5TH STIN SAGINAW

9133 S07-73101-2 I-675 SB HS 20+Mod3 = 136' Main 532 MONO CONC 2 - 40.68'17' -Appr 000 2 - 66.9' L 66.9' R

19714'' R

5TH STIN SAGINAW

9134 S08-73101-1 I-675 NB HS 205 = 296' Main 332 BITUMINOUS 3 - 56.76' 16' -19' -Appr 000 4 - 75.8' L 75.1' R

19714'' L3'' R

2ND ST & WEADOCK AVEIN SAGINAW

9135 S08-73101-2 I-675 SB HS 205 = 308' Main 332 BITUMINOUS 3 - 58.73' 16' -19' -Appr 000 4 - 75.8' L 75.1' R

19714'' L3'' R

2ND ST & WEADOCK AVEIN SAGINAW


19718'' R

WARREN AVEIN SAGINAW

9137 S11-73101-1 I-675 NB HS 20+Mod3 = 197' Main 382 MONO CONC 2 - 43.3'15' -3 - 41.3' R

197120090'' R

MICHIGAN AVEIN SAGINAW

- 56 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Saginaw

9138 S11-73101-2 I-675 SB HS 20+Mod3 = 197' Main 382 LATEX CONC 2 - 39.7'15' -3 - 41.3' R

19712'' R

MICHIGAN AVEIN SAGINAW

9139 S12-73101-1 I-675 NB HS 20+Mod3 = 133' Main 332 LATEX CONC 3 - 55.2'15' -3 - 68' R

197120095'' R

WEISS STIN SAGINAW, AT N CTY LMTS


19715'' R

WEISS STIN SAGINAW, AT N CTY LMTS


19713'' R

SCHAEFER ST0.1 MI N OF SAGINAW


197120094'' R

SCHAEFER ST0.1 MI N OF SAGINAW


19718'' R

SHATTUCK RD0.6 MI N OF SAGINAW


197120090'' R

SHATTUCK RD0.6 MI N OF SAGINAW

9145 S15-73101 TITTABAWASSEE RD H 202 = 240' Main 482 LATEX CONC 7 - 94.5' 14' -14' -6 - 86.3' L 86.9' R

19716'' L7'' R

I-6752.6 MI N OF SAGINAW

9146 S16-73101 MICHIGAN RD H 154 = 314' Main 382 MONO CONC 2 - 38.5' 15' -14' -4 - 87.9' L 87.9' R

19710'' L9'' R

I-6751.0 MI S OF I-75

9147 S17-73101 I-675 SB HS 20+Mod3 = 306' Main 482 MONO CONC 2 - 43.2'14' -2 - 86' R

197120099'' R

KOCHVILLE RD0.5 MI S OF I-75

9148 S18-73101 I-675 NB HS 204 = 352' Main 382 MONO CONC 2 - 43.2' 17' -16' -6 - 89.9' L 90.9' R

19712009

5'' L7'' R

I-75N JCT I-75

9149 S19-73101 MCCARTY RD H 152 = 240' Main 482 LATEX CONC 2 - 38.5' 14' -14' -4 - 83' L 83' R

19715'' L3'' R

I-6751.6 MI N OF SAGINAW

9150 S23-73101 I-675 NB HS 20+Mod3 = 306' Main 482 MONO CONC 2 - 50.5' 17' -16' -2 - 90.9' R

19712009

0'' L5'' R

KOCHVILLE RD0.5 MI S OF I-75

9151 S24-73101 I-675 S RP TO I-75 HS 206 = 379' Main 332 LATEX CONC 1 - 23' 17' -15' -7 - 59.1' L 59.1' R

19716'' L9'' R

I-675 & I-75@ N JCT I-75

9152 S25-73101 I-675 S RP TO I-75 HS 204 = 377' Main 382 MONO CONC 1 - 27' 17' -16' -6 - 90.2' L 90.6' R

19712009

0'' L3'' R

I-75@ N JCT I-75

9153 X01-73101 CSX RR Railroad2 = 178' Main 352 OTHERC 14' -14' -Appr 000 6 - 78.7' L 64' R

19717'' L10'' R

I-675IN SAGINAW


1961KOLLER DRAIN0.8 MI SOUTH OF M-13

- 57 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Saginaw

9155 R01-73111 I-75 HS 203 = 140' Main 332 LATEX CONC 8 - 145.01'

19611974

CSX RR0.3 MI S OF M- 46

9156 R03-73111 I-75, US-10 HS 253 = 137' Main 506 MONO CONC 6 - 125' 19611999

CSX RR0.5 MI S OF M-81

9157 R04-73111 I-75, US-10 HS 203 = 135' Main 332 LATEX CONC 6 - 125' 19581977

CSX RR1.0 MI S OF M-13

9158 S01-73111 BAKER RD H 154 = 197' Main 332 LATEX CONC 2 - 29.86' 16' -16' -Appr 000 6 - 58.4' L 58.4' R

19619'' L3'' R

I-753.6 MI SE OF M-46

9159 S02-73111 KING RD H 154 = 206' Main 332 BITUMINOUS 2 - 25.92' 15' -16' - 6 - 55.8' L 58.7' R

196111'' L0'' R

I-752.6 MI SE OF M-46

9160 S03-73111 HESS RD H 154 = 194' Main 332 LATEX CONC 2 - 29.86' 16' -17' -Appr 000 6 - 57.4' L 57.4' R

19617'' L5'' R

I-750.8 MI S OF M-46


19610'' L1'' R

I-75@ M-46

9162 S05-73111 JANES RD H 154 = 216' Main 332 MONO CONC 2 - 29.86' 15' -16' -Appr 000 7 - 70.2' L 70.5' R

196111'' L0'' R

I-751.0 MI N OF M-46 & I-75 B

9163 S07-73111 WADSWORTH RD H 155 = 235' Main 332 BITUMINOUS 2 - 29.86' 16' -16' -Appr 000 7 - 60.7' L 58.1' R

19611971

2'' L1'' R

I-751.0 MI S OF M-81

9164 S08-73111 M-81,WASHINGTON ST HS 204 = 195' Main 505 MONO CONC 2 - 45.93' 16' -16' -Appr 000 6 - 60.4' L 59.1' R

19614'' L4'' R

I-75@ M-81

9166 B02-73112-1 I-75 NB HS 201 = 52' Main 332 LATEX CONC 3 - 59.06' 19601974

KOCHVILLE DRAIN1.0 MI S OF BAY CO LINE

9167 B02-73112-2 I-75 SB HS 201 = 52' Main 332 LATEX CONC 3 - 59' 19601974

KOCHVILLE DRAIN1.0 MI S OF BAY CO LINE

9168 B03-73112-1 I-75 NB HS 2525 = 8061' Main 606 LATEX CONC 4 - 72.18'20' -3 - 99.7' R

19800'' R

SAGINAW R, M13, GTWRRAT ZILWAUKEE

9169 B03-73112-2 I-75 SB HS 2526 = 8085' Main 606 LATEX CONC 4 - 72.18'20' -3 - 99.7' R

19840'' R

SAGINAW R, M-13, GTWRRAT ZILWAUKEE

9170 B03-73112-8 I-75 SB RAMP HS 254 = 648' Main 606 LATEX CONC 1 - 27.23' 1984LAND FOR RAISED RAMPAT ZILWAUKEE


1961SAGINAW-ZILWAUKEE DITCHKOCHVILLE ROAD OVERPASS

9172 S02-73112 KOCHVILLE RD H 202 = 250' Main 482 LATEX CONC 2 - 43.31' 16' -17' -8 - 75.5' L 75.5' R

198011'' L7'' R

I-751.7 MI NW OF M-13

- 58 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Saginaw

9173 S03-73112 CRANE RD H 154 = 212' Main 332 LATEX CONC 2 - 26' 16' -16' -6 - 68.2' L 66.9' R

19602006

8'' L6'' R

I-750.9 MI SE OF BAY CO LINE

9174 C01-73121 M-83 OTHER2 = 12' Main 119 NA 2 - 50.85'Appr 000

1938SILVER CREEK0.4 MI EAST OF I75


1938SILVER CREEK0.5 MI EAST OF I-75


1938SILVER CREEK0.9 MI EAST OF I-75

9177 B01-73131 M-83 H 201 = 66' Main 532 MONO CONC 2 - 43.96' 2009DEAD CREEK6.0 MI N OF GENESEE COL


CASS RIVERIN FRANKENMUTH

9179 B03-73131 M-83 HS 20+Mod1 = 65' Main 332 EPOXY OVLY 2 - 43.96' 19411987

CHEBOYGANING CREEK0.1 MI S OF M-15


1938BIRCH RUN2.7 MI N GENESEE CO LINE


1938MOON DRAIN3.6 MI N GENESEE CO LINE


1938JORDAN DRAIN0.3 MI S OF GERA RR CROSS

9183 B01-73171-1 I-75 NB HS 251 = 45' Main 332 MONO CONC 3 - 61' 19612006

BIRCH RUN CREEK4.1 MI NW OF GENESEE COL

9184 B01-73171-2 I-75 SB HS 251 = 45' Main 332 MONO CONC 3 - 61' 19612006

BIRCH RUN CREEK4.1 MI NW OF GENESEE COL

9185 B02-73171-1 I-75 NB HS 254 = 280' Main 482 MONO CONC 4 - 69.2'

19612006

CASS RIVER10.0 MI NW OF GENESEE CO

9186 B02-73171-2 I-75 SB HS 254 = 280' Main 482 MONO CONC 3 - 69.2' 19612006

CASS RIVER10.0 MI NW OF GENESEE CO


1961SILVER CREEK0.1 MI NORTH OF M-83


19611977

NO NAME0.1 MI S OF RIVERVIEW DR.

9189 R01-73171-1 I-75 NB HS 203 = 231' Main 506 MONO CONC 3 - 72.83' 19581998

CSX RR0.5 MI N OF GENESEE COL

- 59 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Saginaw

9190 R01-73171-2 I-75 SB HS 203 = 231' Main 506 MONO CONC 4 - 72.83'

19581998

CSX RR0.5 MI N OF GENESEE COL

9191 S01-73171 E BURT RD H 154 = 202' Main 332 LATEX CONC 2 - 30' 16' -16' -Appr 000 6 - 67.6' L 67.6' R

19588'' L7'' R

I-751.0 MI N OF GENESEE COL

9192 S02-73171 M-54 & M-83 HS 254 = 300' Main 204 LATEX CONC 5 - 63.98' 17' -17' -6 - 67.6' L 67.6' R

19583'' L3'' R

I-75@ M-54 & M-83(BIRCH RUN R

9193 S03-73171 MAPLE RD H 204 = 343' Main 382 LATEX CONC 2 - 31.2' 17' -16' -6 - 66.9' L 67.3' R

19612006

0'' L10'' R

I-753.5 MI NW OF GENESEE COL

9194 S04-73171 BUSCH RD H 154 = 299' Main 382 LATEX CONC 2 - 27.23' 16' -16' -Appr 000 6 - 68.4' L 69.6' R

196010'' L2'' R


9195 S05-73171 E TOWNLINE RD H 154 = 266' Main 382 LATEX CONC 2 - 29.5' 16' -16' -Appr 000 6 - 68.4' L 67.9' R

19611991

8'' L6'' R


9196 S06-73171 E CURTIS RD H 154 = 256' Main 332 LATEX CONC 2 - 27.5' 16' -16' -6 - 68.4' L 67.6' R

19611991

5'' L3'' R


9197 S07-73171 RIVERVIEW DRIVE H 154 = 220' Main 332 EPOXY OVLY 2 - 29.5' 16' -17' -6 - 68.3' L 66.9' R

19611985

4'' L6'' R


9198 S08-73171-1 I-75 NB HS 253 = 203' Main 382 LATEX CONC 5 - 77.5'14' - 5 - 67.9' R

196120063'' R

GENESEE AVE10.5 MI NW OF GENESEE CO

9199 S08-73171-2 I-75 SB HS 253 = 203' Main 382 NONE 4 - 69.2'14' - 5 - 67.9' R

196120062'' R

GENESEE AVE10.5 MI NW OF GENESEE CO

- 60 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Sanilac

9448 B01-74012 M-53 H 151 = 48' Main 532 INTEG CONC 2 - 44' 2006WHITE CREEK5.8 MI N OF M-46

9449 B02-74012 M-53 HS 203 = 135' Main 505 MONO CONC 2 - 47.57' 1977S BR CASS RIVER9.5 MI N OF M-46


GREENMAN CREEK5.8 MI S OF HURON CO LINE

9451 B04-74012 M-53 HS 251 = 75' Main 505 MONO CONC 2 - 40.35' 1985N BR CASS RIVER2.5 MI S OF HURON CO LINE

9452 C01-74012 M-53 OTHER1 = 10' Main 119 NA 2 - 1939SCHOOLHOUSE DRAIN1.3 MI NORTH OF HEMANS

9453 C02-74012 M-53 OTHER1 = 16' Main 119 NA 2 - 1939WENTWORTH-HOLCOMB DRAIN3.4 MI NORTH OF HEMANS

9454 B01-74022 M-90 H 151 = 24' Main 119 NA 2 - 23.95' 2000SPRING CREEK0.7 MI E OF M-19

9455 B02-74022 M-90 HS 201 = 30' Main 302 MONO CONC 2 - 31.82' 1961POTTS DRAIN2.2 MI E OF M-19

9456 B03-74022 M-90 H 151 = 30' Main 119 INTEG CONC 2 - 44' 2006W BR MILLS CREEK6.8 MI E OF M-19

9457 B04-74022 M-90 H 151 = 23' Main 119 BITUMINOUS 2 - 23.95' 2000E BR MILLS CREEK7.5 MI E OF M-19

9458 B05-74022 M-90 H 151 = 24' Main 101 BITUMINOUS 2 - 34.78' 1940MILLS CREEK5.0 MI W OF US-25

9459 B06-74022 M-90 HS 203 = 199' Main 302 BITUMINOUS 2 - 38.06' 1948BLACK RIVER4.7 MI W US-25 IN CROSWEL

9460 C01-74022 M-90 OTHER1 = 10' Main 119 NA 2 - 1939MILLS CREEK2.2 MI WEST OF LEXINGTON

9461 C01-74023 M-90 OTHER1 = 16' Main 119 NA 2 - 1939LAPEER-SANILAC DRAIN0.6 MI EAST OF BROWN CITY

9462 C02-74023 M-90 OTHER1 = 14' Main 119 NA 2 - 1939WITMER EXT. #21MI EAST OF BROWN CITY

9463 C03-74023 M-90 OTHER1 = 18' Main 119 NA 2 - 1939ELK CREEK3.2 MI EAST OF BROWN CITY

9464 C04-74023 M-90 OTHER1 = 14' Main 119 NA 2 - 1939MAPLE VALLEY SPEAKER DRN6.3 MI EAST OF BROWN CITY

- 61 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Sanilac

9465 B01-74031 M-19 H 151 = 85' Main 505 BITUMINOUS 2 - 44' 2000ELK CREEK6.1 MI S OF M-46

9466 B02-74031 M-19 H 151 = 27' Main 101 BITUMINOUS 2 - 30' 2000BR OF ELK CREEK5.9 MI S OF M-46

9467 C01-74031 M-19 OTHER1 = 10' Main 119 NA 2 - 1930BR OF MULANEY CREEK3.4 MI N ST CLAIR CO LINE

9468 C02-74031 M-19 HS 251 = 22' Main 119 NA 2 - 40.03' 2002HALE CREEKWATERTOWN TWP SEC 28 & 29

9469 C03-74031 M-19 OTHER1 = 16' Main 119 NA 2 - 1930BEALS CREEK3.6 MI SOUTH OF SANDUSKY

9470 B01-74032 M-19 H 201 = 30' Main 119 BITUMINOUS 2 - 43.96' 2007BR CASS RIVER6.7 MI N OF M-46

9471 B02-74032 M-19 HS 201 = 35' Main 104 BITUMINOUS 2 - 37.73' 1952MI BR CASS RIVER7.8 MI N OF M-46

9472 B03-74032 M-19 HS 201 = 35' Main 104 BITUMINOUS 2 - 37.73' 1952BR CASS RIVER8.1 MI N OF M-46

9473 B04-74032 M-19 HS 201 = 40' Main 505 MONO CONC 2 - 37.73' 1957S FORK CASS RIVER2.2 MI S OF HURON CO LINE

9474 C01-74032 M-19 OTHER1 = 16' Main 119 NA 2 - 1939INGALLS BRANCHES1.2 MI NORTH OF ARGYLE

9475 C02-74032 M-19 OTHER1 = 12' Main 119 NA 2 - 1939EVERGREEN & AUSTIN DRAIN3.6 MI NORTH OF ARGYLE

9476 B01-74061 M-46 H 151 = 27' Main 104 INTEG CONC 2 - 41.99' 19321982

N BRANCH WHITE CREEK2.2 MI E OF TUSCOLA COL


2007S BR CASS RIVER2.0 MI W OF M-19

9478 B01-74062 M-46 HS 201 = 75' Main 332 BITUMINOUS 2 - 37.73' 1947BLACK RIVER5.6 MI E OF M-19

9479 C01-74062 M-46 OTHER1 = 12' Main 119 NA 2 - 1947MID BR OF CASS RIVER3.2 MI WEST OF SANDUSKY

9480 C02-74062 M-46 OTHER1 = 12' Main 119 NA 2 - 1947BR OF DWIGHT CREEK1.2 MI WEST OF SANDUSKY

9481 B01-74071 M-25 H 151 = 31' Main 104 LATEX CONC 2 - 35.76' 1930MILL CREEK3.5 MI S OF M-90

- 62 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Sanilac

9482 C01-74071 M-25 OTHER1 = 10' Main 119 NA 2 - 1930HOLLISTE CREEK5.3 MI SOUTH OF LEXINGTON

9483 C02-74071 M-25 OTHER1 = 10' Main 119 NA 2 - 1930NO NAME4.8 MI SOUTH OF LEXINGTON

9484 C01-74072 M-25 OTHER2 = 14' Main 119 NA 2 - 1964NO NAME6.3 MI S OF PORT SANILAC

9485 C02-74072 M-25 OTHER1 = 10' Main 119 NA 2 - 19391964

MC KENSIE CREEK2.5 MI S OF PORT SANILAC

9486 C03-74072 M-25 OTHER1 = 10' Main 119 NA 2 - 1938TWIN HILL CREEK1.6 MI S OF PORT SANILAC

9487 C04-74072 M-25 OTHER1 = 10' Main 119 NA 2 - 19381964

NO NAME8.3 MI S OF PORT SANILAC

9489 B01-74073 M-25 H 152 = 25' Main 119 BITUMINOUS 2 - 37.73' 1942CARMODY CREEK3.1 MI N OF M-46

9490 B02-74073 M-25 H 151 = 31' Main 104 BITUMINOUS 2 - 35.76' 1939SHERMAN CREEK4.1 MI N OF M-46

9491 B03-74073 M-25 H 151 = 35' Main 104 BITUMINOUS 2 - 37.73' 1934FORESTER CREEK4.9 MI N OF M-46


CHERRY CREEK6.3 MI N OF M46


BIG CREEK7.6 MI N OF M46

9494 B06-74073 M-25 H 152 = 23' Main 119 MONO CONC 2 - 34.78' 1948(NO NAME)CREEK10.3 MI N OF M-46

9495 B07-74073 M-25 HS 203 = 135' Main 302 EPOXY OVLY 2 - 38' 1949INDIAN CREEK11.0 MI N OF M-46

9496 C01-74073 M-25 HS 151 = 18' Main 319 NA 2 - 1900LIENS CREEK0.4 MI N OF PORT SANILAC

9497 C02-74073 M-25 HS 201 = 10' Main 119 NA 2 - 1940CRAWFORD CREEK1.8 MI N OF PORT SANILAC

9498 C03-74073 M-25 HS 201 = 10' Main 119 NA 2 - 1940NO NAME2.6 MI N OF PORT SANILAC

9499 C04-74073 M-25 HS 201 = 10' Main 119 NA 2 - 1940NO NAME1.4 MI S OF FORESTER

- 63 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Sanilac

9500 C05-74073 M-25 HS 201 = 10' Main 119 NA 2 - 1940BRIDGEHAMPTON RIVERN LIMITS OF FORESTER

9501 C06-74073 M-25 HS 202 = 16' Main 119 NA 2 - 1940NO NAME0.7 MI NORTH OF FORESTER



9504 C09-74073 M-25 HS 202 = 16' Main 119 NA 2 - 19401956

NO NAME1.5 MI S OF RICHMONDVILLE

9505 C10-74073 M-25 HS 201 = 10' Main 119 NA 2 - 1940NO NAME0.8 MI S OF RICHMONDVILLE

9506 C11-74073 M-25 HS 201 = 12' Main 119 NA 2 - 19401948

NO NAME0.5 MI S OF RICHMONDVILLE

9507 C12-74073 M-25 HS 202 = 16' Main 119 NA 2 - 1934NO NAME1.3 MI N OF RICHMONDVILLE

9508 C13-74073 M-25 HS 202 = 16' Main 119 NA 2 - 1934BIG GULLY CREEK2.1 MI N OF RICHMONDVILLE

9509 C14-74073 M-25 HS 202 = 16' Main 119 NA 2 - 1934ELK CREEK3.4 MI S OF FORESTVILLE

9510 C15-74073 M-25 HS 202 = 16' Main 119 NA 2 - 1934MARTELL2.3 MI S OF FORESTVILLE

9511 C16-74073 M-25 HS 202 = 20' Main 119 NA 2 - 1934BENHKE CREEK1.3 MI S OF FORESTVILLE

9512 C17-74073 M-25 HS 202 = 12' Main 119 NA 2 - 1934NO NAME0.5 MI S OF FORESTVILLE

9513 C18-74073 M-25 HS 202 = 18' Main 119 NA 2 - 1934MILL CREEKIN FORESTVILLE

9514 C19-74073 M-25 HS 202 = 12' Main 119 NA 2 - 1934NO NAME0.4 MI N OF FORESTVILLE

9515 C20-74073 M-25 HS 202 = 16' Main 119 NA 2 - 1934WANKE CREEK1.5 MI N OF FORESTVILLE

9516 C21-74073 M-25 HS 202 = 16' Main 119 NA 2 - 1934COUNTYLINE CREEK.25 MI S OF HURON CO LINE

- 64 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Sanilac

9517 C01-74081 M-81 OTHER1 = 10' Main 119 NA 2 - 1900WAIT DRAINAT TUSCOLA COUNTY LINE

- 65 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Tuscola

10397 B01-79011 M-138 HS 201 = 40' Main 332 MONO CONC 2 - 41'

1968NO NAME DRAIN1.0 MI E OF BAY CO LINE

10398 B02-79011 M-138 HS 201 = 40' Main 332 EPOXY OVLY 2 - 41.34' 1969NORTHWEST DRAIN2.2 MI W OF FAIRGROVE

10399 B03-79011 M-138 HS 201 = 40' Main 332 MONO CONC 2 - 41' 1969NORTHWEST DRAIN1.0 MI W OF FAIRGROVE

10400 B04-79011 M-138 HS 201 = 40' Main 332 MONO CONC 2 - 41'

1968ALLEN DRAINW LTS OF AKRON

10401 B05-79011 M-138 HS 251 = 34' Main 505 BITUMINOUS 2 - 31' 1983WISCOGGIN CREEK4.5 MI S OF M-25

10402 B06-79011 M-138 HS 201 = 35' Main 505 BITUMINOUS 2 - 30' 1983BACH CREEK16 MI S OF M-25

10403 B07-79011 M-138 HS 251 = 60' Main 532 EPOXY OVLY 2 - 47.9' 1983WISCOGGIN CREEK0.6 MI S OF M-25

10404 C01-79011 M-138 OTHER1 = 17' Main 319 NA 2 - 1983GIBSON DRAINON BAY COUNTY LINE

10405 C03-79011 M-138 OTHER1 = 12' Main 319 NA 2 - 1983GILBERT BR WISCOGGIN DRN2.0 MI EAST OF AKRON

10406 C04-79011 M-138 HS 201 = 19' Main 119 BITUMINOUS 2 - 31' 1984GILBERT BR WISCOGGIN DRN3.0 MI EAST OF AKRON

10407 C05-79011 M-138 OTHER1 = 10' Main 119 NA 2 - 1968KAVAN DRAIN2.1 MI S. OF UNIONVILLE

10408 B01-79031 M-15 HS 251 = 49' Main 506 MONO CONC 2 - 43' 2000GOODINGS CREEK9.5 MI NW OF GENESEE COL

10409 C01-79031 M-15 OTHER1 = 16' Main 119 NA 2 - 1931MILLINGTON CREEK0.3 MI N LIGHT IN MLLGTON

10410 B01-79032 M-15 H 203 = 165' Main 302 EPOXY OVLY 4 - 43.96' 1938CASS RIVERIN VASSAR

10411 B02-79032 M-15 H 151 = 27' Main 104 BITUMINOUS 2 - 39.04' 1929SHEBOYGAN DRAIN0.6 MI SE OF SAGINAW COL

10412 B03-79032 M-15 H 151 = 31' Main 104 BITUMINOUS 2 - 46' 1929CHEBOYGANING CREEK@ SAGINAW COUNTY LINE


CASS RIVER5.5 MI W OF M-24

- 66 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Tuscola

10414 B02-79041 M-46 H 151 = 27' Main 104 MONO CONC 2 - 41.01' 1939HOUGHTON CREEK5.1 MI W OF M-24

10415 C01-79041 M-46 OTHER1 = 10' Main 119 NA 2 - 1939RO SCH COUNTY DRAIN0.1 MI E OF SAGINAW COL

10416 C02-79041 M-46 OTHER1 = 17' Main 119 NA 2 - 1939CHEBOYGAN & BRANCHES DRN0.3 MI WEST OF RICHVILLE

10417 C03-79041 M-46 OTHER1 = 10' Main 119 NA 2 - 1939TINGLON COUNTY DRAIN1.2 MI EAST OF RICHVILLE

10418 C04-79041 M-46 OTHER1 = 15' Main 119 NA 2 - 1939RICHVILLE COUNTY DRAIN1.6 MI EAST OF RICHVILLE

10419 C05-79041 M-46 OTHER1 = 14' Main 119 NA 2 - 1939RICHVILLE COUNTY DRAIN2.2 MI EAST OF RICHVILLE

10420 C06-79041 M-46 OTHER1 = 14' Main 119 NA 2 - 1939BR. RICHVILLE COUNTY DR.2.5 MI EAST OF RICHVILLE

10421 C07-79041 M-46 OTHER1 = 10' Main 119 NA 2 - 1939S. BR. HAINES DRAIN2.7 MI EAST OF RICHVILLE

10422 C08-79041 M-46 OTHER1 = 12' Main 119 NA 2 - 1986MOORE & MARTIN COUNTY DR6.3 MI EAST OF RICHVILLE

10423 C09-79041 M-46 OTHER1 = 12' Main 119 NA 2 - 1964O'BRIEN CREEK9.9 MI EAST OF RICHVILLE

12990 C10-79041 M-46 H 151 = 12' Main 119 MONO CONC 2 -

1994SCOTT DRAIN1.3 W OF M-24


SUCKER CREEK2.8 MI E OF M-24

10425 B02-79042 M-46 H 203 = 70' Main 201 MONO CONC 2 - 44' 19311988

SUCKER CREEK6.9 MI E OF M-24

10426 C01-79042 M-46 HS 202 = 16' Main 119 NA 2 - 1931ALDER CREEK DRAIN0.1 MI W OF LT KINGSTON

10427 C02-79042 M-46 HS 203 = 27' Main 319 NA 2 - 1966WHITE CREEK #22.8 MI EAST OF KINGSTON


CASS RIVER0.6 MI S OF M-81 IN CARO

10429 C01-79051 M-24 OTHER1 = 12' Main 119 NA 2 - 1941COX DRAININ MAYVILLE

- 67 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Tuscola

10430 C02-79051 M-24 OTHER2 = 18' Main 119 NA 2 - 1941KREGER DRAIN2.0 MI NW OF MAYVILLE LTS

10431 C03-79051 M-24 OTHER2 = 19' Main 119 NA 2 - 1941KREGER DRAIN2.5 MI NW OF MAYVILLE LTS

13261 C01-79052 M-24 HS 2014' Main 119 NA 2 -Appr 000

1995PRIN DRAINALMER TWP SEC 28

13262 C03-79052 M-24 HS 2016' Main 119 NA 2 -Appr 000

1995WISCOGGIN DRAINJUST EAST OF GRAF RD

10432 C01-79061 M-81 OTHER1 = 14' Main 119 NA 2 - 1939NORTHWEST DRAIN2.4 MI EAST OF REESE

10433 C02-79061 M-81 OTHER1 = 12' Main 119 NA 2 - 1939HOBART DRAIN2.7 MI W OF WATROUSVILLE

10434 C03-79061 M-81 OTHER1 = 14' Main 119 NA 2 - 1939O'BRIEN DRAIN2.0 MI W OF WATROUSVILLE

10435 B01-79062 M-81 H 151 = 26' Main 119 BITUMINOUS 2 - 56' 2007MARSH DRAIN3.7 MI W OF SANILAC COL

10436 B02-79062 M-81 HS 201 = 75' Main 505 LATEX CONC 2 - 46.5' 1977N BRANCH CASS RIVER1.1 MI W OF SANILAC COL

10437 C01-79062 M-81 OTHER1 = 10' Main 119 NA 2 - 1939FARMER DRAIN8.6 MI W OF CASS CITY

10438 C02-79062 M-81 OTHER1 = 11' Main 119 NA 2 - 1939CEDAR RUN DRAIN4.4 MI WEST OF CASS CITY


19311965

QUANICASSEE RIVER0.8 MI E OF BAY CO LINE


(NO NAME) DRAIN5.3 MI NE OF BAY CO LINE

10441 B03-79081 M-25 HS 251 = 28' Main 532 MONO CONC 2 - 59.71' 1985WISNER DRAIN6.5 MI NE OF BAY CO LINE

10442 B04-79081 M-25 HS 251 = 38' Main 532 EPOXY OVLY 2 - 43.96' 1985ALLEN DRAIN7.5 MI NE OF BAY COL

10443 B05-79081 M-25 HS 251 = 27' Main 506 MONO CONC 2 - 43.96' 1985AKRON DRAIN4.1 MI SW OF HURON COL

10444 B06-79081 M-25 H 201 = 85' Main 532 INTEG CONC 2 - 43.96' 2006WISCOGGIN CREEK0.1 MI S OF HURON CO LINE

- 68 -

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

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




STR TYPE

WEARINGSURFACE

DESIGN LOAD

YR BUILT/ RECON


VERT CLEAR

**************Tuscola

10445 C01-79081 M-25 OTHER1 = 16' Main 119 NA 2 - 1985WALKER-HAYNES DRAIN2.2 MI NE OF WISNER

10446 C02-79081 M-25 OTHER1 = 12' Main 119 NA 2 - 1900TUTTLE DRAIN2.0 MI WEST OF UNIONVILLE

10447 C03-79081 M-25 OTHER1 = 10' Main 119 NA 2 - 1900AINSWORTH DRAIN1.0 MI WEST OF UNIONVILLE

- 69 -

MDOT REPORT NO. 44 BAY REGION - michigan.gov€¦ · michigan department of transportation mdot...

Documents

Transcript of MDOT REPORT NO. 44 BAY REGION - michigan.gov€¦ · michigan department of transportation mdot...