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M D O T
MDOT REPORT NO. 44 UNIVERSITY REGION STATE HIGHWAY BRIDGES, CULVERTS AND GRADE SEPARATIONS CONSTRUCTION AND TECHNOLOGY DIVISION MAY 20, 2010 MICHIGAN DEPARTMENT OF TRANSPORTATION MDOT REPORT NUMBER 44 UNIVERSITY REGION STATE HIGHWAY BRIDGES AND GRADE SEPARATIONS May 20, 2010 BRIDGE OPERATIONS UNIT CONSTRUCTION AND TECHNOLOGY DIVISION STATE TRANSPORTATION COMMISSION TED B. WAHBY, CHAIRMAN LINDA M. ATKINSON, VICE CHAIRMAN MAUREEN M. BROSNAN JERROLD M. JUNG 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 101 104 107 111 119 124 125 201 204 211 219 224 302 303 306 307 309 310 311 312 313 315 316 319 Concrete Slab Concrete Tee Beam Concrete Rigid Frame Concrete Arch - (Earth filled) Concrete Culvert Concrete Arch - Open Spandrel Concrete Girder - Thru (Incl. Conc. Camelbacks) Concrete Continuous Slab Concrete Continuous Tee Beam Concrete Continuous Arch - Earth Filled Concrete Continuous Culvert Concrete Continuous Arch - Open Spandrel Steel Multi-Stringer, W or I beam, Non-Composite Steel Girder & Floor Beam, Non-Composite Steel Box Girder Steel Rigid Frame Steel Truss - Deck Steel Truss - Thru Steel Arch - Deck Steel Arch - Thru Steel Suspension Steel Movable, Lift Steel Movable, Bascule Steel Pipe or Arch Culvert 332 333 342 352 362 382 392 402 403 405 406 407 408 409 410 412 417 432 442 452 Steel Multi-Stringer Composite Steel Girder & Floor Beam, Composite Steel Multi-Stringer Encased Steel Multi-Stringer, Plate Girder, Non-Composite Steel Multi-Stringer Jack Arch Steel Multi-Stringer, Plate Girder, Composite Steel Multi-Girder, Encased Steel Continuous Multi-Stringer Steel Continuous Girder & Floorbeam, NonComposite Steel Continuous Box Beam or Girders - Multiple Steel Continuous Box Beam or Girders Steel Continuous Frame Steel Continuous Orthotropic Steel Continuous Truss - Deck Steel Continuous Truss - Thru Steel Continuous Arch - Thru Steel Continuous Movable, Swing Steel Continuous Multi-Stringer Composite Steel Continuous Multi-Stringer , W or I-Beam Encased Steel Continuous Multi-Girder, Non-Composite STRUCTURE PREFIX DESIGNATIONS B01 - Bridge Over Waterway C01 - Culvert N01 - Structure for Non-Motorized Vehicles 324 Steel Arch - Deck, Open Spandrel 325 Steel Girder - Thru 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 504 505 506 519 532 601 602 605 606 632 701 702 724 772 811 909 910 912 Prestressed Concrete Tee Beam Prestressed Concrete Box - Adjacent Prestressed Concrete Box - Spread Prestressed Concrete Culvert Prestressed Concrete Multi-I Beam Composite Prestressed Concrete Continuous Slab Prestressed Concrete Continuous I Beam Prestressed Concrete Continuous Box - Adjacent Prestressed Concrete Continuous Box Beam or Girder - Single or Spread Prestressed Concrete Continuous Multi-Stringer, W or I Beam, Composite Timber Slab Timber Multi-Stringer Timber Arch - Deck Timber Multi-Stringer, Timber Floor Masonry Arch Wrought Iron Deck Truss Aluminum Thru Truss Aluminum Arch - Thru V01- Bike Path Under Highway X01 - Railroad Over Highway Z01 - Miscellaneous (Plaza, Sluice, etc.) ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Clinton ************** 1783 R01-19021 I-96 BL(GRAND RIV) CSX RR AT EATON CO LINE 3 = 195' Main 382 LATEX CONC 4 - 50' HS 20 1938 1784 C01-19022 I-96 HUSTED & LANGENBERG DRN 0.5 MI WEST OF M-100 2 = 20' Main 119 NA 4 - 159' HS 20+Mod 1900 1785 R01-19022-3 I-96 EB CSX RR 0.3 MI N OF EATON CO LINE 3 = 143' Main 532 LATEX CONC 2 - 39' HS 20+Mod 1962 CSX RR 0.3 MI N OF EATON CO LINE 3 = 143' I-96 AT IONIA CO LINE 4 = 281' I-96 1.3 MI SE OF IONIA COL 4 = 258' GRANGE RD 3.5 MI SE OF IONIA COL 3 = 123' GRANGE RD 3.5 MI SE OF IONIA COL 3 = 123' I-96 AT M-100 4 = 248' I-96 2.0 MI E OF M-100 4 = 214' I-96 BL AT I-96 BL 4 = 237' I-96 BL AT I-96 BL 4 = 233' 1786 1787 1788 1789 1790 1791 1792 1793 1794 R01-19022-4 S01-19022 S02-19022 S03-19022-3 S03-19022-4 S04-19022 S05-19022 S06-19022-3 S06-19022-4 I-96 WB CLINTONIA RD JONES RD I-96 EB I-96 WB M-100 WACOUSTA RD I-96 EB I-96 WB 2006 Main 532 LATEX CONC 4 - 39' HS 20+Mod 1962 2005 Main 204 LATEX CONC 2 - 26' 4 - 67.9' L Main 204 EPOXY OVLY 2 - 25.92' 4 - 67.3' L Main 532 INTEG CONC INTEG CONC Main 204 LATEX CONC LATEX CONC LATEX CONC LATEX CONC 14' - 10'' R 40.7' R 14' - 8'' R 15' - 5'' L 67.6' R 3 - 63.98' 4 - 41.3' L H 20 1958 HS 20 2007 HS 20 2007 HS 20 1957 H 15 1962 2009 HS 20+Mod 14' - 9'' R 16' - 3'' L 51.8' R 2005 16' - 3'' R 14' - 10'' L 51.8' R 1958 15' - 0'' R 16' - 4'' L 67.9' R 2 - 44.95' 4 - 41.3' L Main 332 40.7' R 2 - 28.54' 4 - 67.9' L Main 332 14' - 11'' R 2 - 31.17' 4 - 67.3' L Main 532 14' - 11'' L 67.3' R 2 - 44' 2- H 15 15' - 4'' R 2 - 44' 2- Main 532 17' - 1'' L 68.6' R 1962 2009 HS 20+Mod 16' - 1'' R 1962 2009 1795 B01-19031 US-127 LOOKING GLASS RIVER 5.3 MI N OF INGHAM COL 1 = 99' Main 506 MONO CONC 4 - 80' H 20 2009 1796 B02-19031 US-127 BL HOLDENS CREEK 4.3 MI S OF ST JOHNS 1 = 28' Main 104 BITUMINOUS 4 - 63.98' H 15 1923 SPAULDING (BAD) CREEK 1.3 MI S OF ST JOHNS 1 = 30' 1 = 30' Main 302 MONO CONC 2 - 34.78' H 20 1949 14' Main 119 NA 4 - 80' HS 20 1998 1797 1798 12949 B03-19031-1 US-127 BR NB B03-19031-2 US-127 BR SB SPAULDING (BAD) CREEK 1.3 MI S OF ST JOHNS C01-19031 US-127 STEEL & WALBRIDGE DRAIN 0.3 MI N OF PARKS ROAD 1949 Main 302 BITUMINOUS 4 - 34.78' H 20 1940 1949 -1- ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Clinton ************** 1801 B02-19032-1 US-127 NB COUNTY DRAIN 2.2 MI N OF ST JOHNS 1 = 28' Main 532 LATEX CONC 2 - 40.8' H 20 1988 1802 B02-19032-2 US-127 SB COUNTY DRAIN 2.2 MI N OF ST JOHNS 1 = 29' Main 104 LATEX CONC 2 - 42' HS 20 1957 1803 B03-19032-1 US-127 NB FERDUN CREEK 0.3 MI S OF GRATIOT COL 1 = 27' Main 104 BITUMINOUS 3 - 40' HS 20 1957 2009 1804 B03-19032-2 US-127 SB FERDUN CREEK 0.3 MI S OF GRATIOT COL 1 = 27' Main 104 BITUMINOUS 2 - 40' HS 20 1956 1806 C03-19032 US-127 SILVER NAIL DRAIN 0.7 MI S OF FRENCH RD 1 = 10' Main 119 NA 4- HS 20+Mod 1900 1807 C04-19032 US-127 BENNETT CREEK 0.2 MI S OF FRENCH RD 1 = 14' Main 119 NA 4- HS 20+Mod 1900 1808 C05-19032 US-127 FERDUN CREEK 0.4 MI S OF MAPLE RD 1 = 16' Main 119 NA 4- HS 20+Mod 1900 1809 C06-19032 US-127 FERDUN CREEK 0.9 MI S OF GRATIOT COL 1 = 16' Main 119 NA 4- HS 20+Mod 1900 1810 V01-19032 US-127 BR PEDESTRIAN X-ING IN ST JOHNS 1 = 26' Main 119 BITUMINOUS 4- HS 20 2008 12693 B01-19033 US-127 SB LOOKING GLASS RIVER DEWITT TWP SEC 2 3 = 305' Main 532 MONO CONC 3 - 56' HS 25 1997 12694 B02-19033 US-127 NB LOOKING GLASS RIVER DEWITT TWP SEC 2 3 = 305' Main 532 MONO CONC 3 - 56' HS 25 1997 1814 C01-19033 US-127 REMY CHANDLER DRAIN 0.25 MI N CLARK RD 1 = 24' Main 119 BITUMINOUS 8- HS 20+Mod 1994 12670 C02-19033 US-127 HAMILTON DRAIN 1.0 MI S OF PRICE ROAD 1 = 12' Main 119 BITUMINOUS 4- HS 20+Mod 1996 12671 C03-19033 US-127 HOLDEN DRAIN PRICE RD INTERCHANGE 1 = 12' Main 119 BITUMINOUS 6- HS 20+Mod 1996 12770 C10-19033 US-127 KREPPS & EXTENTION DRAIN 3.5 MI S OF ST JOHNS 1 = 20' Main 119 NA 4- HS 20 1993 12771 C11-19033 US-127 SPAULDING EXTN DRAIN 1.1 MI N OF TAFT RD 1 = 20' Main 119 NA 4- HS 20 1993 1819 S01-19033 CLARK ROAD US-127 & I-69 C-D/RAMPS 0.5 MI E OF GUNNISONVILLE 6 = 482' Main 532 MONO CONC 2 - 47.9' 17' - 6'' L HS 25 1994 8 - 101.7' L 101.7' R 16' - 9'' R -2- ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Clinton ************** 12695 12700 12672 12673 12674 12772 12773 12774 12775 1829 1830 S02-19033 S03-19033 S04-19033 S05-19033 S06-19033 S07-19033 S08-19033 S09-19033 S10-19033 S11-19033 S12-19033 HOWE ROAD ROUND LAKE ROAD CHADWICK ROAD ALWARD ROAD GREEN ROAD PRICE ROAD CENTERLINE ROAD TAFT ROAD TOWNSEND ROAD US-127 SB US-127 NB US-127 0.9 MI S LOOKING GLASS R 4 = 285' US-127 0.1 M N LOOKING GLASS RIV 4 = 316' US-127 1.2 M N LOOKING GLASS RIV 4 = 291' US-127 1 MI S OF GREEN ROAD 4 = 285' US-127 1 MI N OF ALWARD ROAD 4 = 287' US-127 5.0 MI S OF ST JOHNS 4 = 283' US-127 4.0 MI S OF ST JOHNS 4 = 283' US-127 3.0 MI S OF ST JOHNS 4 = 283' US-127 1.2 MI E OF ST JOHNS 4 = 287' M-21 4.5 MI E OF ST JOHNS 1 = 129' M-21 4.5 MI E OF ST JOHNS 1 = 129' Main 532 Main 505 Main 532 MONO CONC MONO CONC MONO CONC 2 - 38.06' 17' - 1'' L 4 - 103.3' L 103.3' R 16' - 8'' R 2 - 47.9' 18' - 4'' L 6 - 118.1' L 118.1' R 17' - 8'' R 2 - 38.06' 17' - 2'' L 4 - 105' L Main 532 Main 532 Main 532 MONO CONC MONO CONC MONO CONC 17' - 6'' L 4 - 101.7' L 101.7' R 16' - 9'' R 2 - 38.06' 16' - 11'' L 4 - 103.7' L 103.7' R 17' - 0'' R 3 - 60.04' 16' - 7'' L MONO CONC 2 - 40.03' 4 - 104' L Main 532 Main 532 MONO CONC MONO CONC MONO CONC MONO CONC 15' - 11'' L 17' - 11'' R 2 - 40.03' 16' - 5'' L 102.7' R 17' - 11'' R 109.6' R 16' - 11'' R 99.7' R 16' - 11'' R 2 - 43.96' 2 - 43.96' 5- 1997 HS 20 1996 HS 20 1996 HS 20 1996 HS 20 1993 HS 20 1993 HS 20 1993 HS 20 1993 HS 25 1993 HS 25 1993 17' - 2'' R 4 - 101.7' L 101.7' R 5Main 532 16' - 3'' L 104' R HS 20+Mod 17' - 5'' R 2 - 60.04' 4 - 103' L Main 532 105' R 1997 17' - 0'' R 2 - 43.96' 4 - 105' L Main 532 105' R HS 25 12781 C01-19034 US-127 UPTON COUNTY DRAIN BINGHAM TWP SEC 3 1 = 14' Main 119 MONO CONC 0- HS 20 1994 12782 C02-19034 US-127 SJ BIG DITCH/TOWN EXT DN BINGHAM TWP SEC 4 1 = 10' Main 119 MONO CONC 4 - 67.9' HS 20 1994 12783 C03-19034 US-127 SJ BIG DITCH (COX DRAIN) GREENBUSH TWP SEC 32-33 1 = 17' Main 119 MONO CONC 4- HS 20 1994 1837 R01-19034 US-127 SB CENTRAL MI RR (ABN) 0.5 MI N OF M-21 3 = 115' Main 532 MONO CONC 2 - 44' HS 25 1993 1838 R02-19034 US-127 NB CENTRAL MI RR (ABN) 0.5 MI N OF M-21 3 = 115' Main 532 MONO CONC 2 - 44' HS 25 1993 1839 R03-19034 US-127 SB OFF RAMP CENTRAL MI RR (ABN) 0.5 MI N OF M-21 3 = 132' Main 532 MONO CONC 1 - 28' HS 25 1993 -3- ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Clinton ************** 1840 R04-19034 US-127 NB ON RAMP CENTRAL MI RR (ABN) 0.5 MI N OF M-21 3 = 123' Main 532 MONO CONC 1 - 28' 1841 S01-19034 WALKER ROAD NB & SB US-127 1.2 MI E OF ST JOHNS 4 = 325' Main 532 MONO CONC 2 - 40.03' US-127 0.5 NW OF ST JOHNS 4 = 284' US-127 1.0 N OF ST JOHNS 5 = 374' 1842 1843 S02-19034 S03-19034 SCOTT ROAD US-127 BR 4 - 99.7' L Main 532 MONO CONC 2 - 40.03' 4 - 99.7' L Main 532 MONO CONC 4 - 74.5' L C01-19042 I-69 REMY-CHANDLER DRAIN 0.4 MILES EAST OF US-127 1 = 30' Main 119 NA 8- 1845 S01-19042 I-69 EB US-127, SB&NB US-127 C-D 2.6 MI N OF EAST LANSING 4 = 558' Main 482 LATEX CONC 2 - 43.96' US-127, SB&NB US-127 C-D 2.6 MI N OF EAST LANSING 4 = 557' US-127, SB&NB US-127 C-D 2.5 MI N OF EAST LANSING 4 = 565' I-69 2.3 MI N OF EAST LANSING 2 = 268' 1847 1848 S02-19042 S03-19042 S04-19042 I-69 WB I-69 EB C-D CHANDLER ROAD 8 - 98.4' L Main 482 LATEX CONC 2 - 43.96' 8 - 98.4' L Main 482 MONO CONC 2 - 41.99' 8 - 99.7' L Main 482 LATEX CONC 2 - 43.96' 4 - 96.8' L 1849 S05-19042 WB I-69 C-D US-127, SB&NB US-127 C-D 2.6 MI N OF EAST LANSING 4 = 565' Main 482 LATEX CONC 2 - 40.03' 1850 S06-19042 WEBSTER RD I-69 2.6 MI N OF EAST LANSING 2 = 291' Main 482 LATEX CONC 2 - 43.96' I-69 4.0 MI N OF EAST LANSING 4 = 306' I-69 4.0 MI N OF EAST LANSING 4 = 379' I-69 3 MI NE OF EAST LANSING 4 = 301' I-69 3.5 MI NE OF EAST LANSING 4 = 298' I-69 4 MI NE OF EAST LANSING 2 = 264' PEACOCK ROAD 0.5 MI W OF COUNTY LINE 3 = 146' 1851 1852 1853 1854 1855 1856 S07-19042 S08-19042 S09-19042 S10-19042 S11-19042 S14-19042 NICHOLS RD CENTER RD I-69BR EB RAMP D I-69BR WB RAMP C UPTON RD I-69 EB 6 - 97.8' L Main 482 LATEX CONC 2 - 35.76' 4 - 97.8' L Main 482 LATEX CONC 2 - 35.76' 4 - 99.7' L Main 482 LATEX CONC 1 - 27.89' 4 - 99.7' L Main 482 LATEX CONC 2 - 40.03' 4 - 99.7' L Main 482 LATEX CONC 2 - 40.03' 4 - 99.7' L Main 532 LATEX CONC -4- HS 25 1985 HS 25 1994 HS 25 1985 HS 25 1985 HS 25 1985 HS 20 1985 HS 25 1985 HS 25 1985 HS 25 1985 HS 25 1985 HS 25 1989 16' - 6'' R 16' - 3'' L 96.8' R 16' - 4'' R 42.7' R 14' - 9'' R 2 - 43.96' 2 - 60.4' L 1985 16' - 5'' R 18' - 7'' L 99.7' R HS 25 16' - 6'' R 18' - 5'' L 99.7' R 1985 16' - 3'' R 18' - 10'' L 97.8' R HS 20+Mod 17' - 9'' R 16' - 3'' L 97.8' R 1994 16' - 3'' R 16' - 10'' L 97.1' R HS 25 20' - 0'' R 17' - 1'' L 97.1' R 1994 18' - 7'' R 19' - 2'' L 99.7' R HS 20 20' - 0'' R 17' - 8'' L 99.7' R 1994 16' - 11'' R 19' - 3'' L 99.7' R HS 20 16' - 6'' R 16' - 9'' L 74.5' R 1993 16' - 5'' R 17' - 2'' L 99.7' R 2 - 43.96' 1844 1846 16' - 4'' L 99.7' R HS 25 ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Clinton ************** 1857 S15-19042 I-69 WB PEACOCK ROAD 0.5 MI W OF COUNTY LINE 3 = 146' Main 532 LATEX CONC 2 - 43.96' 2 - 60.4' L 42.7' R HS 25 1989 15' - 6'' R 1858 C01-19043 I-69 CHANDLER DRAIN 0.2 MILES NORTH OF CLARK 2 = 24' Main 319 NA 8- HS 20+Mod 1973 1859 C02-19043 I-69 CHANDLER DRAIN 0.1 MILE NW OF WOOD ST 2 = 24' Main 319 NA 6 - 36' HS 20+Mod 1973 1860 C03-19043 I-69 PRAIRIE CREEK 0.3 MILE EAST OF US-27 1 = 12' Main 319 NA 6- HS 20+Mod 1973 1861 C04-19043 I-69 PRAIRIE CREEK 0.2 MI E OF TURNER 1 = 12' Main 119 NA 4- HS 20+Mod 1983 1862 C05-19043 I-69 WATSON & SUMMERS DRAIN 0.2 MI WEST OF LOWELL 1 = 10' Main 119 NA 4- HS 20+Mod 1900 1863 R01-19043 I-69 WB CSX RR 6.5 MI NW OF LANSING 3 = 141' Main 532 MONO CONC 2 - 44' HS 25 1981 1864 S02-19043 CLARK RD I-69 & US-127 3 MI N OF INGHAM CO LINE 5 = 472' Main 382 MONO CONC 2 - 44.29' H 20 1971 WOOD RD 1 MI E OF US-27 1 = 101' HS 20 1971 WOOD RD 1 MI E OF US-27 1 = 100' HS 20 1971 I-69 AT N LTS OF LANSING 2 = 253' HS 20 1971 TURNER RD 1.2 MI S OF DEWITT 1 = 113' I-69 0.6 MI SE OF DEWITT 2 = 262' I-69 0.75 MI SE OF DEWITT 4 = 404' I-69 4.0 MI NW OF LANSING 2 = 269' I-69 5.5 MI NW OF LANSING 4 = 366' EB TURNING ROADWAY 6.0 M NW OF LANSING 3 = 288' 1865 1866 1867 1868 1869 1870 1871 1872 1873 S03-19043 S04-19043 S05-19043 S06-19043 S07-19043 S08-19043 S10-19043 S11-19043 S12-19043 I-69 EB I-69 WB US-127 BR I-69 SB DEWITT RD CLARK RD AIRPORT ROAD LOWELL RD I-69 SB 8 - 99.7' L Main 382 MONO CONC MONO CONC MONO CONC LATEX CONC MONO CONC LATEX CONC MONO CONC MONO CONC MONO CONC 15' - 5'' R 16' - 7'' L 99.7' R 17' - 3'' L 99.7' R HS 25 1980 HS 25 1980 HS 25 1980 HS 20 1981 HS 20 1981 HS 25 1981 17' - 6'' R 17' - 3'' L 97.1' R 2009 16' - 2'' R 16' - 7'' R 19' - 0'' L 99.7' R 16' - 5'' R 88.6' R 16' - 6'' R 2 - 43.31' 2- -5- 39' R 2 - 35.76' 4 - 99.7' L Main 382 16' - 1'' R 2 - 43.31' 4 - 97.8' L Main 382 16' - 9'' L 98.1' R 2 - 42.32' 4 - 99.7' L Main 382 18' - 8'' R 5 - 90.5' 5 - 95.8' L Main 332 39.7' R 2 - 41.01' 2- Main 482 14' - 5'' R 6 - 118' 6 - 97.8' L Main 382 39.7' R 3 - 57.41' 2- Main 382 16' - 4'' R 3 - 58.73' 2- Main 382 17' - 1'' L 99.7' R ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Clinton ************** 1874 1875 1876 1877 1878 1879 1880 S13-19043 S14-19043 S15-19043 S16-19043 S17-19043 S19-19043 S20-19043 I-69 NB I-69 SB I-69 NB I-69 SB FRANCIS ROAD EB TURNING RDWY I-69 EB EB TURNING ROADWAY 6.0 MI NW OF LANSING 3 = 339' I-96BL GRAND RIVER AVE 5 MI NW OF LANSING 3 = 224' I-96BL GRAND RIVER AVE 5 MI NW OF LANSING 3 = 227' I-96 7 MI NW OF LANSING 4 = 474' EB & WB TURNING RD 6.0 MI NW OF LANSING 6 = 495' I-96 7 MI NW OF LANSING 4 = 583' TURNER RD 1.2 MI S OF DEWITT 1 = 113' Main 382 MONO CONC 2 - 43.31' 2- Main 382 MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC 14' - 10'' R 16' - 7'' L 86.6' R 1981 HS 25 1981 HS 25 1981 HS 25 1981 HS 20 1981 HS 25 1981 HS 25 1980 15' - 7'' R 16' - 6'' L 93.8' R 19' - 1'' R 39' R 16' - 4'' R 2 - 41.01' 2- HS 25 16' - 4'' R 16' - 6'' L 93.5' R 2 - 43.64' 7 - 73.5' L Main 382 99.7' R 2 - 43.31' 4 - 88.9' L Main 482 14' - 8'' R 2 - 43.64' 5 - 85.6' L Main 382 99.7' R 2 - 43.64' 5- Main 482 16' - 7'' R 2 - 43.64' 5- Main 382 98.8' R 1881 B01-19061 M-21 LOST CREEK 3.5 MI W OF FOWLER 1 = 22' Main 119 BITUMINOUS 2- HS 25 2005 1882 B02-19061 M-21 NORTH SWIGART DRAIN 0.4 MI W OF FOREST HILL 1 = 32' Main 505 INTEG CONC 2 - 49' HS 25 1977 1883 C01-19061 M-21 WALTZ & STURGIS DRAIN SORREL ST IN FOWLER 1 = 29' Main 505 MONO CONC 4 - 47.9' HS 25 2005 1884 C02-19061 M-21 DALLAS & BENGAL DRAIN AT BAUER ROAD 1 = 14' Main 119 NA 2- HS 20+Mod 1900 1885 C03-19061 M-21 SWAGERT DRAIN 0.1 MI W OF FOREST HILL 1 = 10' Main 119 NA 2- HS 20+Mod 1900 1886 C04-19061 M-21 KNEELAND DRAIN 0.1 MI W OF FRANCIS RD 1 = 26' Main 119 BITUMINOUS 2- HS 25 2005 1887 C05-19061 M-21 S FORK OF HAYWORTH CREEK 1 = 22' 1.1 MI E OF LOWELL RD Main 119 BITUMINOUS 2- HS 25 2005 1888 C06-19061 M-21 N SWARGART CREEK 0.5 MI E FOREST HILL RD 1 = 10' Main 119 NA 2- HS 20+Mod 1900 1889 B01-19062 M-21 LITTLE MAPLE RIVER 2.0 MI W OF OVID 1 = 40' Main 532 NONE 2 - 44' HS 25 1929 ALDER CREEK 1.2 MI W OF OVID 1 = 40' 1890 B02-19062 M-21 2004 Main 332 -6- BITUMINOUS 2 - 38' HS 20 1949 ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Clinton ************** 1891 B03-19062 M-21 MAPLE RIVER IN OVID 1 = 92' Main 505 MONO CONC 2 - 44' 1892 R01-19081 US-127 SB ACCESS RD (CONRAIL ABN) 0.2 MI N OF INGHAM COL 3 = 151' Main 332 MONO CONC 2 - 42' ACCESS RD (CONRAIL ABN) 0.2 MI N OF INGHAM COL 3 = 152' US-127 1 MI N OF INGHAM CO LINE 2 = 270' 1893 1894 R02-19081 S01-19081 US-127 NB STATE RD 2Main 332 MONO CONC 2 - 42' 2- Main 382 MONO CONC HS 20 1971 HS 20 1971 H 20 1971 23' - 0'' R 17' - 8'' L 97.4' R 1997 23' - 0'' R 23' - 0'' L 32' R 2 - 34.45' 4 - 97.1' L -7- 23' - 0'' L 32' R HS 25 16' - 7'' R ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Eaton ************** 2215 B01-23011 M-78 BATTLE CREEK RIVER W LTS OF BELLEVUE 2 = 130' Main 506 MONO CONC 2 - 44' HS 20 2006 2218 C01-23012 I-69 BR BUTTERNUT CREEK 0.3 MI W OF I-69 1 = 12' Main 119 NA 3- HS 20+Mod 1942 2219 B01-23021 M-79 LITTLE THORNAPPLE RIVER 3.0 MI W OF CHARLOTTE 1 = 23' Main 505 LATEX CONC 2 - 43.96' HS 25 1946 1990 2220 C02-23021 M-79 SHANTY BROOK AT FREY ROAD 1 = 10' Main 119 NA 2- HS 20+Mod 1900 2221 C03-23021 M-79 LACY LAKE OUTLET 0.2 MI E OF SHAYTOWN ROAD 1 = 16' Main 119 NA 2- HS 20+Mod 1900 2222 B03-23031 I-69 BR BATTLE CREEK RIVER IN CHARLOTTE 1 = 45' Main 111 BITUMINOUS 2 - 26.9' H 15 1921 2225 B01-23041 M-43 MUD CREEK 2.3 MI W OF SUNFIELD 1 = 35' Main 302 BITUMINOUS 2 - 37.73' HS 20 1949 2226 B02-23041 M-43 SEBEWA DRAIN 2.0 MI E OF SUNFIELD 1 = 37' Main 506 MONO CONC 2 - 43.96' HS 25 1949 2004 2227 C01-23041 M-43 FRAYER CREEK 2.8 M E OF MULLIKEN 1 = 12' Main 119 NA 2 - 36' HS 20+Mod 1900 2228 C02-23041 M-43 JOHN EARL DRAIN 0.7 MI W OF M-100 2 = 17' Main 119 BITUMINOUS 3- HS 20+Mod 1900 2229 B01-23052 M-50 LITTLE THORNAPPLE RIVER 6.4 MI NW OF CHARLOTTE 1 = 35' Main 302 BITUMINOUS 2 - 40.03' H 15 1931 2230 B02-23052 M-50 THORNAPPLE RIVER 9.5 MI NW OF CHARLOTTE 1 = 55' Main 302 BITUMINOUS 2 - 40.03' H 15 1931 1967 2231 B03-23052 M-50 SEBEWA DRAIN 5.5 MI SE OF BARRY COL 1 = 26' Main 104 BITUMINOUS 2 - 46.92' H 15 1934 2232 B04-23052 M-50 MUD CREEK 1.6 MI SE OF BARRY COL 1 = 27' Main 104 BITUMINOUS 2 - 36.09' H 15 1927 2233 C01-23052 M-50 & SUNFIELD RD PRATT DRAIN AT SUNFIELD ROAD 1 = 14' Main 119 BITUMINOUS 2- HS 20+Mod 2008 2234 C02-23052 M-50 SHAYTOWN CREEK 0.7 MI SE OF MT HOPE ROAD 1 = 10' Main 119 NA 2- HS 20+Mod 1934 2235 C03-23052 M-50 CREEK 0.4 MI SE OF ALLEGAN ROAD 1 = 18' Main 119 NA 2- HS 20+Mod 1934 -8- ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Eaton ************** 2236 B01-23061 I-69 SB INDIAN CREEK 1.0 MI N OF OLIVET 3 = 100' Main 532 MONO CONC 2 - 41.01' HS 20+Mod 1972 2237 B02-23061 I-69 NB INDIAN CREEK 1.0 MI N OF OLIVET 3 = 100' Main 532 MONO CONC 2 - 41.01' HS 20+Mod 1972 2238 B03-23061 I-69 NB BATTLE CREEK RIVER 0.5 MI S OF M-50 1 = 40' Main 104 MONO CONC 3 - 52.82' HS 20+Mod 1961 1971 2239 B04-23061 I-69 SB ON RAMP INDIAN CREEK 1.0 MI N OF OLIVET 3 = 100' Main 532 MONO CONC 1 - 23.95' HS 20+Mod 1972 2240 B05-23061 I-69 NB OFF RAMP INDIAN CREEK 1.0 MI N OF OLIVET 3 = 100' Main 532 MONO CONC 1 - 22.97' HS 20+Mod 1972 2241 B06-23061 I-69 SB BIG CREEK 2.5 MI NE OF OLIVET 3 = 98' Main 532 MONO CONC 2 - 41.01' HS 20+Mod 1972 2242 B07-23061 I-69 NB BIG CREEK 2.5 MI NE OF OLIVET 3 = 98' Main 532 MONO CONC 2 - 41.01' HS 20+Mod 1972 2243 B08-23061 I-69 SB BATTLE CREEK RIVER 0.5 MI S OF M-50 1 = 40' Main 532 MONO CONC 2 - 43.96' HS 20+Mod 1971 2244 C01-23061 I-69 BUTTERNUT CREEK 0.2 MI N OF ISLAND HWY 1 = 12' Main 119 NA 4- HS 20+Mod 1971 2245 C02-23061 I-69 PAGE CREEK 0.9 MI NE OF STINE ROAD 3 = 15' Main 119 NA 2- HS 20+Mod 1971 2246 C03-23061 I-69 PAGE CREEK 0.9 MI NE OF STINE ROAD 3 = 15' Main 119 NA 2- HS 20+Mod 1971 2247 C04-23061 I-69 FISHER DRAIN 0.3 MI SW SPICERVILLE HWY 2 = 18' Main 119 NA 2- HS 20+Mod 1971 2248 C05-23061 I-69 FISHER DRAIN 0.3 MI SW SPICERVILLE HWY 2 = 18' Main 119 NA 2- HS 20+Mod 1971 2249 R01-23061 I-69 NB GTW RR E LTS OF CHARLOTTE 3 = 144' Main 505 MONO CONC 3 - 54.13' HS 20+Mod 1961 1971 2250 R02-23061 I-69 SB GTW RR E LTS OF CHARLOTTE 3 = 144' Main 332 MONO CONC 3 - 58.07' 2251 S01-23061 BASE LINE HWY I-69 2.4 MI SW OF OLIVET 7 = 473' Main 332 MONO CONC 2 - 37.73' I-69 1.4 MI SW OF OLIVET 7 = 476' 2252 S03-23061 BUTTERFIELD HY M78 4 - 86.9' L Main 332 MONO CONC 2 - 46.59' 4 - 86.9' L -9- 19' - 5'' L 86.9' R 1971 HS 20 1972 HS 20 1972 16' - 1'' R 16' - 4'' L 86.9' R HS 20+Mod 16' - 3'' R ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Eaton ************** 2253 2254 2255 2256 2257 2258 2259 2260 2261 S05-23061 S07-23061 S09-23061 S10-23061 S11-23061 S13-23061 S15-23061 S16-23061 S18-23061 SHERWOOD ROAD AINGER ROAD I-69 BL KALAMO ROAD M-50 ISLAND HIGHWAY I-69 SB FIVE POINT HIGHWAY I-69 NB I-69 1.0 MI W OF OLIVET 7 = 655' I-69 1.0 MI N OF OLIVET 6 = 365' I-69 3.0 MI S OF CHARLOTTE 5 = 502' I-69 1.5 MI SE OF CHARLOTTE 2 = 269' I-69 E LTS OF CHARLOTTE 2 = 236' I-69 1.8 MI N OF M-50 2 = 232' STINE RD 2.3 MI NE OF OLIVET 3 = 139' I-69 5.6 MI NE OF OLIVET 6 = 523' STINE RD 2.3 MI NE OF OLIVET 3 = 143' Main 382 MONO CONC 2 - 36.75' 4 - 86.9' L Main 332 MONO CONC 2 - 39.7' 4 - 86.9' L Main 382 MONO CONC MONO CONC 2 - 34.12' 4 - 99.7' L Main 382 MONO CONC 2 - 45.28' 4 - 89.2' L Main 382 MONO CONC 2 - 40.35' 4 - 85.3' L Main 332 MONO CONC Main 382 MONO CONC 4 - 88.3' L Main 332 MONO CONC 17' - 6'' L 85.3' R 16' - 4'' R 35.8' R 15' - 6'' R 2 - 36.42' 16' - 5'' L 88.3' R 16' - 4'' R 35.8' R 13' - 9'' R 2 - 41.01' 2- HS 20+Mod 1971 H 15 1971 HS 20 1971 H 20 1971 HS 20+Mod 1972 H 20 1972 HS 20+Mod 1972 16' - 6'' R 2 - 40.35' 2- 1972 17' - 1'' R 16' - 0'' L 89.2' R H 20 17' - 3'' R 16' - 3'' L 99.7' R 1972 16' - 2'' R 16' - 6'' L 95.5' R H 15 16' - 5'' R 16' - 10'' L 86.9' R 2 - 47.9' 4 - 95.5' L Main 382 16' - 10'' L 90.6' R 2262 B01-23063 I-69 NB THORNAPPLE RIVER 0.4 MI SW OF POTTERVILLE 1 = 63' Main 532 EPOXY OVLY 2 - 43.96' HS 25 1989 2263 B02-23063 I-69 SB THORNAPPLE RIVER 0.4 MI SW OF POTTERVILLE 1 = 63' Main 532 EPOXY OVLY 2 - 43.96' HS 25 1989 13292 C06-23063 I-69 CHURCH DRAIN NORTH OF STEWART RD 12' Main 119 NA 4- HS 20 1989 2264 R01-23063 I-69 NB GTW RR& BILLWOOD HWY 4.0 MI NE OF POTTERVILLE 2 = 349' Main 482 LATEX CONC 2 - 43.96' HS 25 1989 GTW RR& BILLWOOD HWY 4.0 MI NE OF POTTERVILLE 3 = 248' HS 25 1989 I-69 BL NE LIMIT OF CHARLOTTE 3 = 270' HS 25 1989 I-69 BL NE LIMIT OF CHARLOTTE 3 = 270' HS 25 1989 PACKARD HWY NE LIMIT OF CHARLOTTE 1 = 110' HS 25 1989 2265 2266 2267 2268 R02-23063 S01-23063 S02-23063 S03-23063 I-69 SB I-69 NB I-69 SB I-69 NB 2 - 60.4' L Main 382 LATEX CONC 2 - 43.96' 2 - 60.4' L Main 332 EPOXY OVLY EPOXY OVLY LATEX CONC 23' - 0'' R 60.4' R 16' - 9'' R 60.4' R 15' - 2'' R 39.7' R 15' - 7'' R 2 - 43.96' 2- - 10 - 22' - 0'' L 60.4' R 2 - 43.96' 6 - 60.4' L Main 532 23' - 0'' R 3 - 57.74' 6 - 60.4' L Main 332 60.4' R ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Eaton ************** 2269 2270 2271 2272 2273 2274 2275 2276 2277 2278 2279 2280 2281 2282 S04-23063 S05-23063 S06-23063 S07-23063 S08-23063 S09-23063 S10-23063 S11-23063 S12-23063 S13-23063 S14-23063 S15-23063 S16-23063 S17-23063 I-69 SB OTTO ROAD I-69 NB I-69 SB I-69 NB VERMONTVILLE HWY I-69 NB I-69 SB LANSING ROAD DAVIS HWY I-69 NB I-69 SB MILLET ROAD I-69 SB PACKARD HWY NE LIMIT OF CHARLOTTE 1 = 110' I-69 1.5 MI NE OF CHARLOTTE 2 = 274' OLD 27&STEWART RD 3.0 MI NE OF CHARLOTTE 3 = 202' OLD 27 & STEWART RD 3.0 MI NE OF CHARLOTTE 3 = 202' M-100 AT S LIMITS POTTERVILLE 3 = 189' I-69 AT E LIMITS POTTERVILLE 4 = 397' WINDSOR & NIXON HWY 2.0 MI NE OF POTTERVILLE 1 = 86' NIXON ROAD 2.0 MI NE OF POTTERVILLE 1 = 86' I-69 3.2 MI NE OF POTTERVILLE 2 = 368' I-69 4.0 MI NE OF POTTERVILLE 2 = 332' I-96 2.0 MI S I-496 4 = 308' I-96 2.0 MI S I-496 4 = 315' I-69 NB 1.5 MI S I-496 3 = 196' M-100 AT S LIMITS POTTERVILLE 3 = 189' Main 532 LATEX CONC 2 - 43.96' 2- Main 532 LATEX CONC 2 - 37.73' 4 - 88.6' L Main 532 LATEX CONC LATEX CONC Main 532 EPOXY OVLY LATEX CONC LATEX CONC LATEX CONC LATEX CONC EPOXY OVLY LATEX CONC LATEX CONC INTEG CONC LATEX CONC 19' - 9'' R 60.4' R 16' - 5'' R 60.4' R 14' - 6'' R 16' - 5'' L 60.4' R 16' - 6'' L 60.4' R 1989 HS 25 1989 HS 25 1989 HS 25 1989 HS 25 1989 HS 25 1989 HS 25 1989 HS 20 1989 HS 20 1989 HS 25 1989 HS 25 1989 HS 25 1989 HS 25 1989 16' - 8'' R 17' - 8'' L 93.1' R 16' - 11'' R 89.8' R 16' - 8'' R 48.9' R 16' - 7'' R 2 - 43.96' 2 - 48.9' L HS 25 19' - 6'' R 17' - 8'' L 93.5' R 1989 16' - 6'' R 4 - 52.17' 2- Main 532 16' - 4'' L 99.4' R 1 - 27.89' 5 - 93.1' L Main 382 16' - 11'' R 2 - 45.6' 4 - 93.5' L Main 382 42' R 2 - 37.73' 4 - 60.4' L Main 382 15' - 2'' R 5 - 67.91' 5 - 60.4' L Main 482 51.2' R 2 - 43.96' 2 - 60.4' L Main 482 14' - 11'' R 2 - 43.96' 2 - 60.4' L Main 532 51.2' R 2 - 40.03' 4 - 101' L Main 532 16' - 2'' R 2 - 43.96' 2 - 42' L Main 432 18' - 0'' L 94.5' R 2 - 43.96' 3- HS 25 17' - 4'' R 2 - 43.96' 2- Main 532 39.7' R 2283 B01-23071 M-100 COUNTY DRAIN 3.5 MI N OF I-69 1 = 23' Main 101 BITUMINOUS 2 - 40.03' H 15 1940 2284 C01-23071 M-100 SHARP DRAIN 3.6 MI N OF POTTERVILLE 1 = 18' Main 119 BITUMINOUS 2- HS 20+Mod 1940 2285 R01-23071 M-100 GTW RR N LTS OF POTTERVILLE 3 = 157' Main 302 LATEX CONC 2 - 40.03' HS 25 1940 - 11 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Eaton ************** 2286 B01-23072 M-100 GRAND R IN GRAND LEDGE 5 = 535' Main 532 EPOXY OVLY 4 - 48' H 15 1989 2287 C01-23081 I-96 W TO I-496 E MOON HAMILTON DRAIN 0.2 MI N OF MT HOPE HWY 2 = 16' Main 119 NA 2- HS 20+Mod 1969 2288 C02-23081 I-496 CARRIER CK & MOON HAM DR 0.5 MI E OF CANAL ROAD 1 = 12' Main 119 NA 4- HS 20+Mod 1969 2289 S01-23081 I-96 E TO I-496 E I-96 3.5 MI W OF LANSING 4 = 225' Main 332 INTEG CONC HS 20+Mod 1969 I-96 3.5 MI W OF LANSING 4 = 234' HS 20+Mod 1969 I-496 RAMP 3.2 MI W OF LANSING 3 = 148' I-496 3.2 MI W OF LANSING 5 = 352' I-496 3.0 MI W OF LANSING 2 = 192' I-496 2.0 MI W OF LANSING 3 = 192' WAVERLY RD AT EATON-INGHAM CO LINE 3 = 170' WAVERLY RD AT EATON-INGHAM CO LINE 3 = 170' I-96EB TO I-496EB RMP C AT I-96/I-496 JCT 1 = 148' I-496 3.0 MI W OF LANSING 2 = 230' 2290 2291 2292 2293 2294 2295 2296 2297 2298 S02-23081 S03-23081 S04-23081 S05-23081 S06-23081 S07-23081 S08-23081 S09-23081 S14-23081 I-496 WB CANAL RD CANAL RD CREYTS RD NB SNOW RD I-496 WB I-496 EB I-496 W TO I-96 E CREYTS ROAD SB 2 - 30.84' 6 - 69.8' L Main 382 MONO CONC 2 - 40.03' 6 - 79.3' L Main 332 MONO CONC MONO CONC BITUMINOUS MONO CONC MONO CONC MONO CONC LATEX CONC LATEX CONC 15' - 2'' R 14' - 7'' L 77.8' R 14' - 11'' L 79.4' R 14' - 5'' R 99.7' R 14' - 5'' R 99.7' R 15' - 1'' R 79.1' R 15' - 3'' R 82' R 14' - 7'' R 3 - 45.93' 6 - 83.7' L 2001 H 20 1969 H 20 1969 H 20 1969 H 20 1969 HS 20 1969 HS 20 1969 HS 20 1989 HS 20 1982 15' - 0'' R 2 - 47.9' 2- Main 482 87.3' R 3 - 47.24' 7- Main 382 14' - 6'' R 3 - 47.24' 7- Main 382 58.7' R 2 - 29.86' 4 - 80.4' L Main 382 16' - 4'' R 2 - 32.15' 6 - 77.8' L Main 452 16' - 6'' L 78.4' R 2 - 32.48' 4 - 87.3' L Main 408 16' - 5'' R 2 - 32.15' 3- Main 332 16' - 6'' L 69.2' R 2299 B01-23091 M-99, M-50 MILL RACE IN EATON RAPIDS 1 = 39' Main 506 MONO CONC 4 - 62.01' HS 25 1995 2300 B02-23091 M-99, M-50 SPRING BROOK IN EATON RAPIDS 1 = 42' Main 505 INTEG CONC 4 - 47.9' HS 25 1988 2301 C01-23091 M-99, M-50 HOBART DRAIN 1.5 MI S OF EATON RAPIDS 1 = 10' Main 119 NA 2- HS 20+Mod 1939 2302 C02-23091 M-99, M-50 SOUTH SPILLWAY IN EATON RAPIDS 1 = 11' Main 119 NA 4- HS 20+Mod 1900 - 12 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Eaton ************** 2303 B01-23092 M-99 NB SKINNER DRAIN 1.5 MI S OF HOLT RD 1 = 31' Main 332 MONO CONC 2 - 42.98' HS 25 1978 2304 B02-23092 M-99 NB GRAND RIVER 0.5 MI S OF HOLT RD 3 = 180' Main 332 EPOXY OVLY 2 - 42' HS 25 1978 2305 B03-23092 M-99 SB GRAND RIVER 0.5 MI S OF HOLT RD 3 = 180' Main 332 EPOXY OVLY 2 - 42' HS 25 1978 2306 B04-23092 M-99 SB SKINNER DRAIN 1.5 MI S OF HOLT RD 1 = 31' Main 332 MONO CONC 2 - 55.12' HS 25 1978 2307 C01-23092 M-99 NORTH SPILLWAY IN EATON RAPIDS 1 = 16' Main 119 NA 3- HS 20+Mod 1900 2308 C02-23092 M-99 SPICER CREEK 0.2 MI NE OF EATON RAPIDS 1 = 12' Main 119 NA 5- HS 20+Mod 1900 2309 C03-23092 M-99 BENTLEY DRAIN 1.5 MI NE OF EATON RAPIDS 1 = 12' Main 119 NA 4- HS 20+Mod 1900 GRAND RIV & BILLWOOD HWY 2.1 MI W OF INGHAM CO LIN 3 = 400' GRAND RIV & BILLWOOD HWY 2.1 MI W OF INGHAM CO LIN 3 = 303' I-96 EB 2.0 MI W OF INGHAM CO LIN 3 = 213' I-96 WB 2.0 MI W OF INGHAM CO LIN 3 = 234' I-96 @ INGHAM CO LINE 4 = 214' GRAND RIVER 0.2 MI S OF CLINTON COL 3 = 268' GRAND RIVER 0.2 MI S OF CLINTON COL 3 = 268' 2310 2311 2312 2313 2314 2315 2316 B01-23151 B02-23151 S01-23151 S02-23151 S03-23151 B01-23152-3 B01-23152-4 I-96 EB I-96 WB CREYTS RD CREYTS RD WAVERLY RD I-96 EB I-96 WB 1980 Main 382 INTEG CONC 2 - 33.14' 2- Main 382 INTEG CONC INTEG CONC INTEG CONC MONO CONC LATEX CONC 54.5' R 15' - 10'' R 53.8' R 16' - 1'' R 2 - 30.51' 4 - 67.6' L Main 332 14' - 6'' R 2 - 28.54' 2- Main 532 59.7' R 2 - 28.54' 2- Main 332 13' - 6'' R 2 - 33.14' 2- Main 332 76.8' R 2 - 45' 16' - 4'' L 67.6' R HS 20+Mod 1962 HS 20+Mod 1962 H 15 1962 H 15 1962 2001 HS 20 1962 HS 20+Mod 1962 16' - 5'' R 2006 Main 332 LATEX CONC 3 - 60' HS 20+Mod 1962 2006 2317 B02-23152 I-69 WB TO I-96 EB GRAND RIVER 6 MI NW OF LANSING 3 = 274' Main 332 MONO CONC 2 - 43.64' HS 25 1981 2318 C01-23152 I-96 MOON HAMILTON DRAIN 0.1 MI N OF MT HOPE HWY 2 = 16' Main 119 NA 6- HS 20+Mod 1962 2319 C02-23152 I-496W TO I-96E HAMILTON DRAIN AT MT HOPE HWY 2 = 16' Main 119 NA 2- HS 20+Mod 1962 - 13 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Eaton ************** 2320 R01-23152 I-96 WB GTW RR 0.6 MI NW OF US-27 & M-78 3 = 176' Main 332 INTEG CONC 2 - 39.37' HS 20+Mod 1962 2321 R02-23152 I-96 EB GTW RR 0.6 MI NW OF US-27 & M-78 3 = 173' Main 332 INTEG CONC 2 - 39.37' HS 20+Mod 1962 2322 S01-23152 WILLOW HWY I-96 1.0 MI S OF CLINTON COL 4 = 215' Main 532 EPOXY OVLY H 15 1961 M-43 @ M-43 3 = 162' HS 20+Mod 1962 M-43 @ M-43 3 = 162' I-96 1.0 MI S OF M-43 6 = 325' I-96 & I-496 RAMP 1.8 MI S OF M-43 6 = 399' I-96 3.0 MI S OF M-43 4 = 262' CANAL RD 0.4 MI NW OF US-27 & M-78 3 = 232' CANAL RD 0.4 MI NW OF US-27 & M-78 3 = 293' LANSING RD I-96 & LANSING RD 4 = 241' LANSING RD I-96 & LANSING RD 4 = 241' I-69 NB & I-96 WB CLINTON/EATON CO LINE 4 = 217' I-69 SB & I-96 EB CLINTON/EATON CO LINE 3 = 182' GTW RR STATE SECONDARY COMPLEX 3 = 180' 2323 2324 2325 2326 2327 2328 2329 2330 2331 2332 2333 2334 S02-23152-3 S02-23152-4 S03-23152 S05-23152 S06-23152 S07-23152 S08-23152 S09-23152 S10-23152 S13-23152 S14-23152 R01-23997 I-96 EB I-96 WB ST JOSEPH HWY MT HOPE HWY MILLETT RD I-96 WB I-96 EB I-96 WB I-96 EB EATON HWY EATON HWY CROWNER RD 2 - 23.95' 4 - 68.2' L Main 332 LATEX CONC LATEX CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC Main 505 MONO CONC MONO CONC 6 - 81.6' L Main 532 EPOXY OVLY EPOXY OVLY LATEX CONC 60.6' R 17' - 8'' R 91.2' R 17' - 8'' R 17' - 6'' L 17' - 0'' L 17' - 2'' R 67.6' R 16' - 5'' R 2 - 28.7' 16' - 1'' L 86.6' R H 15 1962 H 20 1962 1989 H 15 2001 HS 20+Mod 2001 HS 20+Mod 2001 HS 20+Mod 2001 HS 20+Mod 2001 H 15 1961 17' - 11'' R 81.6' R 2 - 35.76' 2- Main 332 16' - 9'' R 2 - 37.73' 5 - 67.6' L Main 332 17' - 8'' L 3 - 59.06' 2009 16' - 6'' R 92.8' R 81.3' R 1962 16' - 5'' R 16' - 6'' L 67.9' R 3 - 59.06' 6 - 81.3' L Main 505 16' - 6'' L 59.7' R 2 - 46.26' 2- 2009 HS 20+Mod 2 - 46.26' 2- Main 505 15' - 2'' R 4 - 52.17' 4 - 92.8' L Main 505 86.9' R 2 - 29.2' 8 - 36' L Main 505 15' - 9'' R 2 - 25.92' 8 - 46.9' L Main 532 86.9' R 4 - 63.32' 6- Main 532 16' - 10'' R 4 - 63.32' 6- Main 332 16' - 5'' L 68.2' R 1981 HS 20 1981 HS 20 1973 16' - 9'' R 2007 - 14 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Hillsdale ************** 3258 B01-30011 M-49 ST. JOSEPH RIVER NE LIMITS OF CAMDEN 1 = 76' Main 505 BITUMINOUS 2 - 43' HS 25 1985 3259 C01-30011 M-49 MILL STREAM 0.4 MI N OF OHIO ST LINE 1 = 16' Main 119 NA 2- HS 20+Mod 1940 3260 C02-30011 M-49 MILL STREAM 1.35 MI N OF OHIO ST LINE 1 = 12' Main 119 NA 2- HS 20+Mod 1940 3261 B01-30012 M-49 ST JOSEPH RIVER IN LITCHFIELD 1 = 65' Main 332 LATEX CONC 2 - 28' HS 20 1949 13060 C03-30012 M-49 SAND CREEK 3.1 MI S OF LITCHFIELD 1 = 38' Main 119 BITUMINOUS 3 - 64.1' HS 25 2001 3264 C01-30031 M-99 RANSON CREEK 0.2 MI S OF MONTGOMERY RD 1 = 12' Main 119 NA 2- HS 20+Mod 1900 3265 C01-30041 M-34 DEER LAKE INLET 0.3 MI E OF M99/M34 1 = 10' Main 119 NA 2- HS 20+Mod 1900 3266 C02-30041 M-99 BR CHILDS DRAIN 1.8 MI W OF M-99/M-34 JCT 1 = 12' Main 119 NA 2- HS 20+Mod 1900 3267 B01-30061 US-12 ST JOSEPH RIVER IN JONESVILLE 1 = 46' Main 505 MONO CONC 5 - 57' HS 25 1999 3268 C01-30061 US-12 SAND CREEK 1.6 M E OF ALLEN 1 = 16' Main 119 NA 2- HS 20+Mod 1900 3269 C01-30062 US-12 KALAMAZOO RIVER IN MOSCOW 1 = 16' Main 119 NA 2- HS 20+Mod 1997 3270 C02-30062 US-12 GOOSE CREEK IN SOMERSET CENTER 1 = 12' Main 119 NA 2 - 40' HS 20+Mod 1900 2006 3271 B01-30071 US-127 BLANCHARD DRAIN 2.3 MI N OHIO STATE LINE 1 = 35' Main 302 BITUMINOUS 2 - 38' HS 20 1948 3272 B02-30071 US-127 LIME CREEK 4.8 MI N OHIO STATE LINE 1 = 24' Main 119 BITUMINOUS 2 - 37.73' HS 25 1946 3273 B03-30071 US-127 BEAN CREEK 2.4 MI SW OF HUDSON 3 = 120' Main 302 LATEX CONC 2 - 39.6' HS 20 1947 BEAN CREEK 1.7 MI SW OF HUDSON 3 = 113' BEECHER CREEK 2.5 MI NW OF HUDSON 1 = 31' 3274 3275 B04-30071 B05-30071 US-127 US-127 2007 Main 302 LATEX CONC 2 - 39.6' HS 20 1947 2007 Main 532 - 15 - MONO CONC 2 - 48' HS 20 1991 ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Hillsdale ************** 3276 C01-30071 US-127 BR BEAN CREEK 1.4 MILES NORTH OF M-34 1 = 10' Main 119 - 16 - NA 2- HS 20+Mod 1900 ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Ingham ************** 3686 3687 3688 3689 P01-33011 P03-33011 P04-33011 P05-33011 PED OVER @ MILLER PED OVER @ REO RD M-99 1.5 MI NE OF EATON COL 5 = 143' M-99 IN LANSING 5 = 146' PED OVER@EDWARDS M-99 IN LANSING,S LOGAN ST 16 = 642' PED OVER @WOODBINEM-99 IN LANSING,S LOGAN ST 14 = 642' Main 310 Appr 300 OTHERC Main 310 Appr 300 OTHERC Main 302 Appr 201 OTHERC Main 302 Appr 201 OTHERC 2- 71.2' R 14' - 11'' R 4- 74.5' R 15' - 6'' R 6 - 87.9' L 87.9' R 15' - 4'' L 86' R 1961 Pedestrian 1964 Pedestrian 1977 Pedestrian 1977 15' - 9'' R 15' - 4'' L 6 - 86' L Pedestrian 15' - 9'' R 3690 R01-33011 M-99 NB GTW RR & GRAND RIVER IN LANSING(LOGAN ST) 9 = 1028' Main 382 MONO CONC 3 - 44' HS 25 1979 3691 R02-33011 M-99 SB GTW RR & GRAND RIVER IN LANSING (LOGAN ST) 9 = 1168' Main 382 MONO CONC 2 - 40.5' HS 25 1975 3693 B01-33014 M-143 E MICH AVE GRAND RIVER IN THE CITY OF LANSING 2 = 234' Main 382 MONO CONC 6 - 74' HS 20+Mod 1975 3694 S01-33014 M-143 E MICH AVE MUSEUM DRIVE IN THE CITY OF LANSING 1 = 39' Main 332 INTEG CONC HS 20+Mod 1987 4 - 76.77' 2- 32.8' R 14' - 1'' R 3695 B01-33021 M-36 SYCAMORE CREEK IN MASON (ASH ST) 1 = 29' Main 104 BITUMINOUS 2 - 36' HS 20 1918 3696 C01-33021 M-36 PATRICK DRAIN 2 MILES EAST OF DANSVILE 1 = 16' Main 119 NA 2- HS 20+Mod 1900 3697 B01-33031 US-127 SYCAMORE CREEK 3.5 MI S OF M-36 1 = 26' Main 104 BITUMINOUS 4 - 102' HS 20 1956 3698 C01-33031 US-127 HUNTOON CREEK 0.2 MI SOUTH OF BELLEVUE 1 = 10' Main 119 NA 4- HS 20+Mod 1966 3699 C02-33031 US-127 NB OFF RAMP HUNTOON CREEK 0.2 MI S OF BELLEVUE RD 1= Main 119 NA 2 - 36' HS 20+Mod 1966 3700 R01-33031-1 US-127 NB CONRAIL & HUNTOON CREEK 0.3 MI N OF JACKSON COL 4 = 305' Main 332 MONO CONC 2 - 33.3' HS 20 1957 CONRAIL & HUNTOON CREEK 0.3 MI N OF JACKSON COL 4 = 305' US-127 W LTS OF LESLIE 4 = 189' US-127 4.2MI N OF JACKSON CO LIN 2 = 167' 3701 3702 3703 R01-33031-2 S01-33031 S02-33031 US-127 SB BELLEVUE RD COVERT RD 2007 Main 332 MONO CONC 2 - 33.3' HS 20 1957 2007 Main 332 MONO CONC 2 - 29.86' 6 - 60.7' L Main 402 MONO CONC 2 - 27.89' 4 - 49.2' L - 17 - 14' - 7'' L 60.7' R 14' - 6'' L 49.2' R H 20 1966 H 15 1967 14' - 7'' R 14' - 10'' R ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Ingham ************** 3704 S03-33031 BARNES RD US-127 5.1 MI S OF M-36 2 = 167' Main 402 MONO CONC 2 - 27.89' 4 - 49.2' L 14' - 6'' L 49.2' R H 15 1966 14' - 7'' R 3705 C01-33032 US-127 WILLOW CREEK 0.2 MILE NORTH OF KIPP RD 1 = 16' Main 119 NA 4- HS 20+Mod 1900 3706 C02-33032 I-96 BL HOLMES DRAIN 100 FT N OF HOLMES 1 = 10' Main 119 NA 4- HS 20+Mod 1900 3707 P01-33032 PED OVER @ KAYNORT I-96BL(SOUTH CEDAR ST) IN LANSING (5900 S CEDAR) 5 = 177' Main 310 Appr 300 NA Pedestrian 1960 Main 910 Appr 900 NA Main 332 MONO CONC 3708 3709 3710 3711 3712 3713 3714 3715 P05-33032 R01-33032 S01-33032 S02-33032 S03-33032 P01-33034 P02-33034 R01-33034 PED OVER @ PACIFIC I-96 BL KIPP RD COLUMBIA RD SITTS RD I-96 BL S CEDAR ST IN LANSING 4 = 172' GTW,CR RR & RED CEDAR RV IN LANSING (S CEDAR ST) 15 = 953' US-127 S LTS OF MASON 4 = 216' US-127 IN MASON 4 = 176' US-127 IN MASON 4 = 181' 69.9' R 15' - 10'' R 5 - 42.3' L 44.3' R 16' - 1'' R 1973 Pedestrian 4 - 52' 1970 1990 HS 20 1952 1997 Main 332 BITUMINOUS 2 - 27.89' 4 - 50.2' L Main 332 MONO CONC 5 = 192' PED OVER @ SHERIDA US-27 BR N LTS OF LANSING 5 = 192' CSX RR & WB I-96BR IN LANSING 9 = 549' Main 332 MONO CONC Main 310 Appr 300 NA Main 310 Appr 300 NA Main 332 LATEX CONC 14' - 11'' L 50.2' R 2 - 29.86' 4 - 45.3' L PED OVER @ THOMAS US-27 BR IN LANSING US-27 BR 5- 14' - 8'' L 45.3' R 2 - 25.92' 1967 H 20 1966 H 15 1967 Pedestrian 1967 Pedestrian 1967 HS 20 1960 14' - 7'' R 14' - 5'' L 4 - 47.9' L 47.9' R 14' - 11'' R 4- 99.7' R 16' - 0'' R 4- 99.7' R 18' - 2'' R 65.6' R 20' - 0'' R 16' - 0'' L 6 - 81.36' 4 - 42' L H 15 14' - 4'' R 3716 B01-33035 US-127 SB SYCAMORE CREEK 2.7 MI N OF M-36 3 = 92' Main 532 LATEX CONC 2 - 40' HS 20 1966 3717 B03-33035 US-127 NB SYCAMORE CREEK 2.7 MI N OF M-36 3 = 92' Main 532 LATEX CONC 2 - 40' HS 20 1966 3718 R01-33035 US-127 SB CONRAIL 1.5 MI N OF M-36 3 = 178' Main 332 LATEX CONC 2 - 40' HS 20 1966 3719 R02-33035 US-127 NB CONRAIL 1.5 MI N OF M-36 3 = 178' Main 332 LATEX CONC 2 - 40' HS 20 1966 3720 S01-33035 M-36 WB (CEDAR ST) US-127 W LTS OF MASON @ M-36 4 = 400' Main 382 LATEX CONC 2 - 29.53' HS 20 1966 4 - 69.2' L - 18 - 15' - 9'' L 71' R 15' - 1'' R ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Ingham ************** 3721 3722 3723 3724 3725 3726 3727 3728 3729 3730 3731 3732 3733 3734 3735 3736 3737 S02-33035 S03-33035 S04-33035 S05-33035 S06-33035 S07-33035 S09-33035 S10-33035 X01-33041 P01-33042 P02-33042 X01-33042 X02-33042 P01-33043 P02-33043 S01-33044 S02-33044 MASON-HOWELL RD HARPER RD HOLT RD US-127 SB US-127 NB US-127 SB US-127 NB M-36 EB (CEDAR ST) GTW RR PEDESTRAIN US-127 0.3 MI N OF M-36 4 = 311' US-127 1.2 MI N OF M-36 4 = 221' US-127 3.4 MI N OF M-36 4 = 250' WILLOUGHBY RD 2.0 MI S OF I-96 3 = 108' WILLOUGHBY RD 2.0 MI S OF I-96 3 = 108' COLLEGE RD 0.7 MI S OF I-96 3 = 139' COLLEGE RD 0.7 MI S OF I-96 3 = 134' US-127 @ M-36 4 = 400' US-127 0.9 MI E OF COUNTY LINE 2 = 101' M-43 IN LANSING, AT FAIRVIEW 5 = 128' PED OVER @ CLEMENS M-43 IN LANSING CONRAIL CONRAIL Main 332 INTEG CONC Main 332 LATEX CONC Main 332 LATEX CONC INTEG CONC Main 332 LATEX CONC Main 332 LATEX CONC 5 = 138' M-43 IN LANSING (SAGINAW ST) 2 = 94' M-43 IN LANSING (OAKLAND ST) 1 = 62' Main 403 LATEX CONC I-496 RAMP TO LANSING RD W LTS OF LANSING 3 = 144' I-496 W LTS OF LANSING 2 = 141' NA Main 910 Appr 300 NA Main 302 BITUMINOUS NA Main 310 Appr 300 NA Main 332 MONO CONC 14' - 5'' R 64.3' R 15' - 7'' R 64.3' R 14' - 6'' R 2 - 29.53' 15' - 10'' L 4 - 68' L 69.1' R 4- 49.9' R INTEG CONC 14' - 1'' R 4- 55.8' R 15' - 10'' R 4- 62.3' R 15' - 5'' R 41' R 14' - 3'' R 4- 52.8' R 14' - 8'' R 4- 77.8' R 15' - 7'' R 4- 71.9' R 16' - 6'' R 38.1' R 17' - 1'' R 14' - 6'' L 2 - 40.68' 2 - 29.86' 6 - 66.9' L 18' - 4'' L 66.9' R H 15 1966 H 20 1966 HS 20 1966 HS 20 1966 HS 20 1966 HS 20 1966 HS 20 1966 Railroad 1925 Pedestrian 1964 Pedestrian 1970 Railroad 1957 Railroad 1962 Pedestrian 1964 Pedestrian 1970 HS 20 1969 HS 20 1969 15' - 2'' R 14' - 1'' L 2- - 19 - 42.7' R NA Main 302 Appr 101 Main 332 14' - 7'' R 2 - 40.03' 4 - 41' L 9 = 354' 42.7' R NA Main 310 Appr 300 Main 352 15' - 11'' R 2 - 40.03' 2Main 382 14' - 11'' L 88' R 2 - 40.03' 2- 1966 14' - 7'' R 2 - 40.03' 2- HS 20 15' - 0'' R 14' - 11'' L 69.3' R 4 - 51.84' 2Main 332 14' - 9'' L 72.6' R 2 - 27.89' 4 - 87.9' L I-69 BR IN EAST LANSING CLARE ST 2 - 25.92' 4 - 63.2' L 9 = 224' I-496 EB MONO CONC 6 - 72.8' L PED @HITCH POST RD I-69 BR IN EAST LANSING HARRISON ST Main 382 18' - 1'' R 2000 ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Ingham ************** 3738 3739 3740 3741 3742 3743 3744 3745 3746 3747 3748 3749 3750 3751 3752 3753 12943 S05-33044 S06-33044 S07-33044 S08-33044 S09-33044 S10-33044 S11-33044 S12-33044 S13-33044 S14-33044 S15-33044 S16-33044 S17-33044 X01-33044 B01-33045 B02-33045 B03-33045 M-99 (MLK AVE NB) RAMP H RAMP E PINE ST WALNUT ST CAPITOL AVE WASHINGTON AVE GRAND AVE EVERETT ST M-99 (MLK AVE SB) ST JOSEPH-MAIN ST HUNGERFORD ST I-496 WB CONRAIL I-496 EB I-496 WB I-496 EB I-496 IN LANSING 4 = 200' I-496 RAMP EB IN LANSING 1 = 97' I-496 RAMP WB IN LANSING 1 = 100' I-496 IN LANSING 2 = 147' I-496 IN LANSING 4 = 189' I-496 IN LANSING 2 = 174' I-496 IN LANSING 4 = 207' I-496 IN LANSING 4 = 191' I-496 IN LANSING 4 = 191' I-496 IN LANSING 4 = 191' I-496 W LTS OF LANSING 6 = 436' I-496 W LTS OF LANSING 4 = 217' I-496 RAMP TO LANSING RD W LTS OF LANSING 3 = 168' I-496 W LIMITS OF LANSING 2 = 141' RED CEDAR RIVER & RAMP V W LTS OF E LANSING 5 = 446' RED CEDAR RIVER & RAMP V W LTS OF E LANSING 4 = 414' GR RIV,I-96 BL, RIVER ST IN LANSING 9 = 750' Main 332 LATEX CONC 4 - 52' 6 - 65.6' L Main 332 MONO CONC MONO CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC 2 - 29.86' 4 - 60.4' L Main 532 EPOXY OVLY Main 332 MONO CONC 7 - 57.7' L Main 382 MONO CONC Main 352 Main 382 MONO CONC - 20 - 17' - 7'' R 15' - 0'' L 14' - 11'' L 62.3' R 14' - 11'' L 2 - 36.1' L 36.1' R 14' - 11'' R 6 - 64.3' L 64.3' R 15' - 1'' R 35.1' R 15' - 1'' R 38.4' R 15' - 7'' R 2 - 40.68' NA LATEX CONC MONO CONC MONO CONC 15' - 4'' L 3 - 47.9' 2 - 58.07' 14' - 9'' L 2 - 41.99' 7- 88.6' R 1970 H 20 1968 H 20 1968 H 15 1968 H 20 1968 H 15 1968 H 20 1969 HS 20 1970 1993 HS 20 1969 HS 20 1969 HS 20 1969 Railroad 1969 HS 20+Mod 1970 HS 25 1970 15' - 0'' R 14' - 7'' R 1Main 532 Appr 332 60.4' R 70.2' R 1Main 382 14' - 10'' R 2 - 29.86' 6 - 84' L Main 332 15' - 5'' L 2 - 33.79' HS 20+Mod 15' - 0'' R 60.4' R 4 - 52' 4 - 60.4' L 1970 16' - 10'' R 15' - 8'' L 62' R HS 20+Mod 16' - 3'' R 17' - 3'' L 68.2' R 1970 15' - 8'' R 15' - 11'' L 73.8' R HS 20 15' - 4'' R 17' - 5'' L 60.4' R 2 - 29.86' 6 - 62' L Main 332 18' - 7'' L 72.8' R 6 - 69.88' 6 - 68.2' L Main 332 14' - 11'' R 4 - 51.84' 6 - 93.5' L Main 332 26.9' R 4 - 51.84' 4 - 60.4' L Main 382 14' - 9'' R 4 - 51.84' 6 - 67.3' L Main 332 26.9' R 1 - 24.28' 1- Main 332 15' - 11'' R 1 - 24.28' 1- Main 382 14' - 11'' L 66.6' R 14' - 6'' R 1994 HS 25 2000 ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Ingham ************** 12944 12945 12946 3757 3758 B03-33045-7 B04-33045 B04-33045-7 R03-33045 R04-33045 I-496 EB SERV RD I-496 WB I-496 WB SERV RD I-496 EB I-496 WB GR RIV,I-96 BL, RIVER ST IN LANSING 9 = 742' GR RIV,I-96 BL, RIVER ST IN LANSING 9 = 759' GR RIV,I-96 BL, RIVER ST IN LANSING 9 = 767' CSX RR & TROWBRIDGE RMP IN EAST LANSING 3 = 305' CSX RR & TROWBRIDGE RMP IN EAST LANSING 3 = 319' Main 532 Appr 332 MONO CONC Main 532 Appr 332 MONO CONC Main 532 Appr 332 MONO CONC Main 382 LATEX CONC 3 - 43.31' 2 - 31.5' 4 - 38.4' L 2000 HS 25 2000 HS 20+Mod 1963 HS 20+Mod 1963 16' - 6'' R 17' - 7'' L 54.5' R HS 25 14' - 8'' R 16' - 3'' L 38.4' R 2000 14' - 9'' R 15' - 0'' L 88.6' R HS 25 14' - 7'' R 15' - 2'' L 88.6' R 2 - 45.28' 7 - 88.6' L LATEX CONC 88.6' R 2 - 45.28' 7- 3 - 30.2' L Main 382 14' - 9'' L 3 - 41.99' 7 - 88.6' L 17' - 7'' R 3759 R05-33045 I-496 EB GTW RR IN EAST LANSING 3 = 191' Main 332 LATEX CONC 3 - 43.31' HS 20+Mod 1963 3760 R06-33045 I-496 WB GTW RR IN EAST LANSING 3 = 191' Main 332 MONO CONC 2 - 43.96' HS 20+Mod 1963 3761 R07-33045 I-496 WB RAMP CSX RR IN EAST LANSING 5 = 262' Main 332 MONO CONC 1 - 21.98' HS 20+Mod 1963 3762 R08-33045 I-496 EB RAMP CONRAIL IN LANSING 3 = 187' Main 332 LATEX CONC 1 - 24.28' HS 20 1970 3763 R09-33045-3 I-496 EB CONRAIL IN LANSING 3 = 158' Main 332 LATEX CONC 5 - 85.3' HS 20+Mod 1970 3764 R09-33045-4 I-496 WB CONRAIL IN LANSING 3 = 158' Main 332 LATEX CONC 5 - 85.3' HS 20+Mod 1970 3765 R10-33045 I-496 WB RAMP CONRAIL IN LANSING 3 = 220' Main 332 MONO CONC 1 - 24.28' HS 20 1970 3766 R11-33045-3 I-496 EB GTW RR & HOSMER IN LANSING 3 = 174' Main 332 LATEX CONC 3 - 50.52' HS 20 1970 GTW RR & HOSMER IN LANSING 3 = 174' HS 20 1970 HOSMER IN LANSING 3 = 174' HS 20 1970 CSX RR & HOLMES RD IN LANSING 8 = 541' HS 20 1969 CSX RR & HOLMES ST IN LANSING 10 = 676' 3767 3768 3769 3770 R11-33045-4 R11-33045-7 R12-33045-3 R12-33045-4 I-496 WB,SERV&RP Q I-496 RAMP R I-496 EB & RAMP U I-496 WB 2Main 332 LATEX CONC LATEX CONC LATEX CONC MONO CONC 73.5' R 23' - 7'' R 45.9' R 14' - 5'' R 45.9' R 14' - 6'' R 2 - 40.68' 4- - 21 - 23' - 1'' R 4 - 55.45' 4- Main 332 73.5' R 3 - 45.28' 2- Main 332 23' - 11'' R 4 - 111.88' 2- Main 332 73.5' R 2000 HS 20 1969 2000 ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Ingham ************** 3771 3772 3774 3775 3776 3777 3778 3779 3780 3781 3782 3783 3784 3785 3786 R12-33045-5 R13-33045 S02-33045-3 S02-33045-4 S05-33045 S06-33045 S09-33045-3 S09-33045-4 S10-33045-3 S10-33045-4 S12-33045 S13-33045 S14-33045 S15-33045 S16-33045 RAMP T CLEMENS ST I-496 EB I-496 WB I-496 EB I-496 WB I-496 EB I-496 WB I-496 EB I-496 WB I-496 WB I-496 WB I-496 EB DUNCKEL ROAD I-496 WB CSX RR & HOLMES ST IN LANSING 11 = 720' I-496 & CSX RR IN LANSING 7 = 483' PENNSYLVANIA AVE IN LANSING (PENNSYLVANIA) 3 = 165' PENNSYLVANIA AVE IN LANSING 3 = 166' US-127 RAMP SB IN E LANSING 3 = 129' US-127 SB IN E LANSING 3 = 207' MOUNT HOPE AVE SE LTS OF LANSING (MT HOP 3 = 134' MOUNT HOPE RD SE LTS OF LANSING (MT HOP 3 = 134' FOREST RD IN LANSING (FOREST RD) 3 = 109' FOREST RD IN LANSING (FOREST RD) 3 = 109' JOLLY RD 1.6MI S OF LANSING (JOLLY 3 = 155' I-496 EB RAMP TO I-96 EB SE LTS OF LANSING (RAMP C 3 = 236' JOLLY RD 1.6 MI S OF LANSING 3 = 148' I-496 IN LANSING 2 = 233' US-127 SB RAMP IN E LANSING (US127 OFF R 3 = 120' Main 332 LATEX CONC 4Main 332 MONO CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC MONO CONC LATEX CONC 64.3' R 15' - 10'' R 64.3' R 14' - 11'' R 38.4' R 14' - 7'' R 38.4' R 16' - 8'' R 59.7' R 14' - 9'' R 46.6' R 14' - 4'' R 59.7' R 14' - 8'' R 4 - 55' 5 - 99.9' L Main 332 14' - 7'' R 3 - 51' 2- Main 506 64' R 2 - 39.37' 2- Main 332 15' - 0'' R 3 - 46.5' 2- Main 382 44' R 2 - 39.5' 2- Main 332 14' - 7'' R 2 - 39.5' 2- Main 532 91.9' R 2 - 39.5' 4- Main 532 15' - 8'' R 2 - 39.5' 4- Main 532 91.9' R 3 - 50.52' 2- Main 532 20' - 0'' R 2 - 40.68' 1- Main 382 20' - 0'' L 69.9' R 3 - 54.13' 5 - 91.9' L Main 332 14' - 6'' R 2 - 44.29' 5 - 91.9' L Main 505 45.9' R 4 - 55.77' 6 - 69.2' L Main 505 HS 20 1 - 25.26' 14' - 10'' L 99.9' R 14' - 10'' R 44' R 20' - 0'' R 3 - 50.52' 1- 1969 1992 HS 20 1969 HS 25 2000 HS 25 2000 HS 20 1970 HS 20 1970 HS 20+Mod 1963 HS 20+Mod 1963 HS 20+Mod 1963 HS 20+Mod 1963 HS 20+Mod 1963 HS 20+Mod 1963 HS 20+Mod 1963 OTHER 2009 HS 20 1970 3787 B01-33051 M-52 RED CEDAR RIVER 0.6 MI N OF M-43 2 = 120' Main 332 MONO CONC 2 - 40' HS 20 1952 3788 C01-33051 M-52 SULLIVAN CREEK 0.9 MI NORTH OF M-43 1 = 13' Main 319 NA 2- HS 20+Mod 1976 - 22 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Ingham ************** 3789 B01-33061 M-43 EB GRAND RIVER IN LANSING (SAGINAW ST) 4 = 254' GRAND RIVER IN LANSING (OAKLAND ST) 3 = 280' Main 382 MONO CONC 4 - 52' Main 332 MONO CONC 2 - 21.98' Main 352 BITUMINOUS B02-33061 M-43 WB 3792 S01-33061 GENERAL MOTOR CO D M-43 W LTS OF LANSING 2 = 120' M-43 W LTS OF LANSING 2 = 124' HORESBROOK CREEK 0.1 MI E DELTA RIVER DRV 1 = 12' Main 119 NA 5 = 120' Main 310 Appr 300 NA Main 505 BITUMINOUS X01-33061 CONRAIL 3794 C01-33081 I-96 BL 3795 P01-33081 PED OVER @ DELTA R I-96BL IN LANSING 3796 3797 B01-33082 B02-33082 M-43 M-43 1928 1957 3790 3793 H 15 5 - 66' LAKE LANSING OUTLET 0.2 MI E OF PARK LAKE RD 1 = 23' RED CEDAR RIVER 4.4 MI W OF WILLIAMSTON 2 = 89' Main 352 18' - 11'' L 6 - 52.8' L 52.8' R 6 - 52.8' L 52.8' R NA HS 20 1968 Railroad 1968 HS 20+Mod 1962 Pedestrian 1963 HS 20+Mod 1931 14' - 8'' R 4- 55.8' R 1966 17' - 2'' R 16' - 1'' L 4- HS 20 14' - 4'' R 4 - 72' 1970 Main 303 LATEX CONC 2 - 45.93' H 15 1924 1932 3798 B03-33082 M-43 DEER CREEK IN WILLIAMSTON 1 = 34' Main 506 MONO CONC 4 - 63' HS 25 2001 3799 B04-33082 M-43 DOAN CREEK 2.2 MI E OF WILLIAMSTON 12 = 63' Main 505 LATEX CONC 2 - 44' H 15 2000 12909 C01-33082 M-43 (W GRAND RIV) ATZINGER CREEK CITY OF WILLIAMSTON 1 = 19' Main 119 MONO CONC 4 - 63' HS 25 2001 3800 R01-33082 M-43 WB GTW RR 0.1 MI E OF PARK LAKE RD 3 = 202' Main 505 MONO CONC 2 - 30' H 15 2009 3801 R02-33082 M-43 EB GTW RR 0.1 MI E OF PARK LAKE RD 3 = 199' Main 332 MONO CONC 2 - 32' HS 25 1977 3802 S01-33083-3 I-96 EB M-99 @ M-99 4 = 199' Main 332 LATEX CONC 2 - 39.37' HS 20+Mod 1962 M-99 @ M-99 4 = 199' HS 20+Mod 1962 WASHINGTON AVE IN LANSING 3 = 108' HS 20+Mod 1962 WASHINGTON AVE IN LANSING 3 = 108' HS 20+Mod 1962 3803 3804 3805 S01-33083-4 S02-33083-3 S02-33083-4 I-96 WB I-96 EB I-96 WB 4 - 51.8' L Main 332 LATEX CONC 2 - 39.37' 4 - 51.8' L Main 532 LATEX CONC LATEX CONC 15' - 9'' L 51.8' R 16' - 9'' R 38.4' R 15' - 4'' R 38.4' R 14' - 0'' R 2 - 39.37' 2- - 23 - 16' - 2'' R 2 - 39.37' 2- Main 532 15' - 2'' L 51.8' R ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Ingham ************** 3806 3807 3808 3809 S03-33083-3 S03-33083-4 S04-33083-3 S04-33083-4 I-96 EB I-96 WB I-96 EB I-96 WB CEDAR ST IN LANSING (CEDAR ST) 4 = 149' CEDAR ST IN LANSING (CEDAR ST) 4 = 149' I-96BL RAMPS IN LANSING (I96 BL RAMPS) 4 = 147' I-96BL RAMPS IN LANSING (I96 BL RAMPS) 4 = 147' Main 332 LATEX CONC 2 - 39.7' 4 - 37.7' L Main 332 LATEX CONC 3 - 43.64' 4 - 37.7' L Main 332 LATEX CONC LATEX CONC 2 - 39.7' 2 - 36.4' L HS 20 1963 HS 20 1962 HS 20 1962 14' - 7'' R 14' - 11'' L 36.4' R 1963 14' - 10'' R 15' - 1'' L 36.4' R HS 20 14' - 9'' R 14' - 9'' L 38.1' R 3 - 43.64' 2 - 36.4' L Main 332 14' - 7'' L 38.1' R 14' - 8'' R 3810 B01-33084-3 I-96 EB SYCAMORE CREEK E LTS OF LANSING 2 = 129' Main 532 EPOXY OVLY 2 - 40' HS 20+Mod 1962 3811 B01-33084-4 I-96 WB SYCAMORE CREEK E LTS OF LANSING 2 = 129' Main 532 EPOXY OVLY 2 - 40' HS 20+Mod 1962 3812 B02-33084 I-96 EB DEER CREEK 5.0MI W OF M-43 & M-52 1 = 45' Main 532 MONO CONC 2 - 40' HS 20+Mod 1962 3813 B03-33084 I-96 WB DEER CREEK 5.0MI W OF M-43 & M-52 1 = 45' Main 532 MONO CONC 2 - 40' HS 20+Mod 1962 3814 B04-33084 I-96 EB DOAN CREEK 2.5MI W OF M-43 & M-52 1 = 60' Main 532 MONO CONC 2 - 40' HS 20+Mod 1961 3815 B05-33084 I-96 WB DOAN CREEK 2.4MI W OF M-43 & M-52 1 = 60' Main 532 MONO CONC 2 - 40' HS 20+Mod 1961 3816 C01-33084 I-96 HERRON CREEK 300 FT E OF HAGADORN 1 = 10' Main 119 NA 4- HS 20+Mod 1962 3817 C02-33084 I-96 EB BUTTON DRAIN BRANCH # 3 0.2 MI WEST OF EVERY ROAD 1 = 10' Main 119 NA 2- HS 20+Mod 1962 3818 C03-33084 I-96 WB BUTTON DRAIN BRANCH # 3 0.3 MI WEST OF EVERY ROAD 1 = 12' Main 119 NA 2- HS 20+Mod 1962 3819 C04-33084 I-96 EB SLOAN CREEK 350 FT W OF BURKLEY ROAD 2 = 21' Main 119 NA 2 - 35.8' HS 20+Mod 1962 3820 C05-33084 I-96 WB SLOAN CREEK 350 FT W OF BURKLEY ROAD 2 = 21' Main 119 NA 2 - 35.8' HS 20+Mod 1962 3821 R01-33084-3 I-96 EB CONRAIL 5.0 MI S OF LANSING 3 = 141' Main 532 LATEX CONC 2 - 40' HS 20+Mod 1962 3822 R01-33084-4 I-96 WB CONRAIL 5.0 MI S OF LANSING 3 = 141' Main 532 LATEX CONC 2 - 40' HS 20+Mod 1962 - 24 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Ingham ************** 3823 3824 3825 3826 3827 3828 3829 3830 3831 3832 3833 3834 3835 3836 S01-33084 S02-33084 S03-33084 S05-33084 S06-33084 S07-33084 S09-33084 S10-33084 S11-33084 S12-33084 S13-33084 S14-33084 S15-33084 S16-33084 AURELIUS RD I-496&US-127 NB SB I-496 TO EB 96 COLLEGE RD HAGADORN ROAD OKEMOS RD MERIDIAN RD ZIMMER RD ZIMMER RD WILLIAMSTON RD DIETZ RD I-496 & US-127 NB I-496 & US-127 SB I-496 & US-127 SB I-96 IN LANSING 4 = 230' I-96 EB I-96 & I-496/US127 INTRCH 3 = 142' I-96 WB I-96 & I-496/US127 INTRCH 3 = 367' I-96 5.3 MI SE OF LANSING 4 = 214' I-96 6.0 MI SE OF LANSING 4 = 217' I-96 3.3 MI E OF I-496 4 = 237' I-96 6.9 MI E OF I-496 4 = 221' I-96 EB 6.5 MI W OF M-43 & M-52 3 = 134' I-96 WB 6.5 MI W OF M-43 & M-52 3 = 133' I-96 4.4 MI W OF M-43 & M-52 6 = 341' I-96 1.6 MI W OF M-43 & M-52 4 = 213' I-96 WB I-96 & I-496/US127 INTRCH 3 = 150' I-96 EB I-96 & I-496/US127 INTRCH 3 = 139' I-96 WB I-96 & I-496/US127 INTRCH 3 = 142' Main 332 BITUMINOUS 2 - 33.14' 4 - 67.9' L Main 506 MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC LATEX CONC LATEX CONC 3- C01-33085 I-96 KALAMINK CREEK 1 MI EAST OF M-52 2 = 23' Main 119 NA 4 - 36' 3838 S01-33085 I-96 EB M-52 & M-43 @ M-52 (STOCKBRIDGE RD) 3 = 168' Main 332 LATEX CONC 2 - 38.39' M-52 & M-43 @ M-52 (STOCKBRIDGE RD) 3 = 168' S02-33085 I-96 WB 4Main 332 LATEX CONC 16' - 7'' R 16' - 4'' L 1963 1997 HS 20+Mod 2008 H 15 1963 H 15 1962 H 20 1963 H 15 1962 H 15 1962 H 15 1962 H 15 1962 H 15 1961 HS 25 1963 16' - 5'' R 16' - 5'' L 67.9' R 16' - 5'' R 65.9' R 16' - 7'' R 65.9' R 16' - 3'' R 65.9' R 16' - 2'' R 64' R 14' - 4'' R 64' R 14' - 3'' R 2 - 38.39' 4- - 25 - 54.8' R 3 - 45.6' 3837 3839 16' - 8'' R 3 - 44.62' 3- Main 332 54.1' R 3 - 44.62' 3- Main 332 16' - 4'' R 2 - 29.2' 4 - 67.3' L Main 506 16' - 7'' L 65.6' R HS 25 16' - 8'' R 67.9' R 2 - 33.14' 6 - 63.6' L Main 532 16' - 1'' L 77.4' R 1963 16' - 8'' R 2 - 29.2' 2 - 53.8' L Main 532 16' - 2'' L 68.6' R H 20 16' - 0'' R 2 - 29.2' 2- Main 532 15' - 10'' L 67.6' R 2 - 31.17' 4 - 66.9' L Main 532 15' - 11'' R 4 - 55.77' 6 - 78.4' L Main 532 58.1' R 2 - 33.14' 4 - 68.6' L Main 332 16' - 9'' R 2 - 31.17' 4 - 67.6' L Main 532 65.9' R 2 - 42' 2- Main 532 16' - 5'' R 3 - 44.62' 3- Main 482 16' - 1'' L 67.9' R 1997 HS 25 1966 HS 25 1966 HS 20+Mod 1962 HS 20+Mod 1962 HS 20+Mod 1962 ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Ingham ************** 3840 3841 3842 3843 3844 3845 3846 3847 3848 3849 3850 3851 3852 3853 3854 3855 3856 S03-33085 S04-33085 B01-33171 B02-33171 S01-33171 S02-33171 S03-33171 S04-33171 S05-33171 S06-33171 S07-33171 S08-33171 S09-33171 S10-33171 S11-33171 S12-33171 S01-33172 ELM RD WALLACE RD US-127 NB US-127 SB US-127 SB RAMP RAMP FROM I-496 EB US-127 SB US-127 SB US-127 SB US-127 SB M-43 EB (SAGINAW) M-43 WB (OAKLAND) US-127 NB US-127 NB US-127 NB US-127 NB LAKE LANSING ROAD I-96 1.2 MI E OF M-52 4 = 217' I-96 @ LIVINGSTON CO LINE 6 = 320' RED CEDAR RIV & RAMP V IN EAST LANSING 4 = 264' RED CEDAR RIV & RAMP V IN EAST LANSING 4 = 272' RAMP TO I-496 WB IN LANSING 3 = 268' US-127 NB RAMP IN LANSING 3 = 203' KALAMAZOO ST IN LANSING 3 = 140' M-143 IN LANSING (MICHIGAN AVE) 2 = 216' VINE ST IN LANSING (VINE ST) 3 = 113' SELLERS ST IN CITY OF LANSING 3 = 112' US-127 IN LANSING 2 = 150' US-127 IN LANSING 2 = 126' KALAMAZOO ST IN LANSING (KALAMAZOO ST) 3 = 140' M-143 IN LANSING (MICHIGAN AVE) 2 = 216' VINE ST IN LANSING (VINE ST) 3 = 113' SELLERS ST IN THE CITY OF LANSING 3 = 112' US-127 0.2 MI N OF LANSING 2 = 237' Main 532 MONO CONC 2 - 29.2' 4 - 67.6' L Main 532 MONO CONC 2 - 29.2' 4 - 56.1' L Main 382 MONO CONC MONO CONC Main 382 MONO CONC MONO CONC MONO CONC LATEX CONC LATEX CONC MONO CONC MONO CONC INTEG CONC LATEX CONC MONO CONC LATEX CONC Main 532 MONO CONC MONO CONC H 15 1962 HS 20+Mod 1964 HS 20+Mod 1964 HS 20 1970 1998 15' - 0'' L 78.4' R 14' - 8'' R 50.9' R 15' - 2'' R 49.9' R 14' - 10'' R 14' - 6'' L 71.5' R 14' - 10'' L 14' - 9'' R 79.7' R 14' - 8'' R 15' - 5'' L 78.4' R 15' - 2'' R 50.9' R 14' - 7'' R 49.9' R 14' - 7'' R 14' - 9'' L 85.3' R 14' - 8'' R 1970 1998 HS 20 1970 HS 20 1970 HS 25 1970 1998 HS 25 14' - 9'' R 59.7' R 1970 1998 HS 20 6 - 97.77' 6 - 85.3' L - 26 - 14' - 7'' R 3 - 46.59' 2- Main 382 75.8' R 2 - 39.04' 2- 1962 HS 20 2 - 40.68' 6 - 76.4' L Main 532 14' - 8'' R 3 - 46.59' 4- Main 482 49.9' R 4 - 53.81' 4 - 59.7' L Main 332 14' - 7'' R 4 - 53.81' 4 - 71.5' L Main 332 50.2' R 2 - 43.31' 2- Main 332 15' - 7'' R 2 - 39.04' 2- Main 532 36.1' R 2 - 39.04' 6 - 76.1' L Main 532 15' - 2'' R 3 - 54.13' 4- Main 482 66.9' R 1 - 23.62' 2- Main 332 16' - 2'' R 1 - 23.62' 3- Main 382 16' - 4'' L 56.1' R 3 - 42.32' 2- H 15 16' - 2'' R 3 - 43.31' 2- Main 382 16' - 4'' L 67.6' R 1970 1998 HS 20 1970 HS 20 1970 HS 20 1970 HS 20 1970 HS 20 1970 1998 H 20 1972 ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Jackson ************** 4382 B01-38011 M-99 SPRING BROOK 0.1 MI S OF EATON CO LINE 1 = 55' Main 532 MONO CONC 2 - 42.98' HS 25 1999 4383 C01-38011 M-99 S BR OF RICE CREEK 5.8 MILES S OF SPRINGPORT 1 = 14' Main 119 NA 2- HS 20+Mod 1939 4384 C02-38011 M-99 N BR OF RICE CREEK 2 M SOUTH OF SPRINGPORT 1 = 10' Main 119 NA 2- HS 20+Mod 1939 4385 B01-38021 M-124 RAISIN RIVER 1.3 MI E OF M-50 1 = 46' Main 505 MONO CONC 2 - 43.96' HS 25 2000 4386 B02-38021 M-124 LAGOON RIVER 0.1 MI N OF LENAWEE COL 1 = 24' Main 101 BITUMINOUS 2 - 37.07' H 15 1931 4387 B01-38051 M-106 PORTAGE RIVER 3 MI NE OF I-94 2 = 90' Main 532 MONO CONC 2 - 47.9' HS 20 1976 4388 B02-38051 M-106 PORTAGE RIVER DRAIN 4.7 MI SW OF INGHAM COL 1 = 45' Main 506 MONO CONC 2 - 40.03' HS 25 1939 2005 4389 C01-38051 M-106 BATTEESE CREEK 4 MILES SW OF MUNITH 1 = 22' Main 119 NA 2- HS 25 2006 4390 B01-38061 M-60 N BR KALAMAZOO RIVER IN CONCORD 1 = 31' Main 104 BITUMINOUS 2 - 40.03' H 15 1932 4391 B02-38061 M-60 SANDSTONE RIVER 3.4 MI NE OF SPRING ARBOR 1 = 27' Main 104 BITUMINOUS 2 - 40.03' H 15 1928 4392 C01-38061 M-60 MC CALN DRAIN 2.3 M SOUTH OF I-94 2 = 16' Main 119 NA 4- HS 20+Mod 1900 4393 R01-38061-3 M-60 EB CONRAIL & I-94 BL @ I-94 BL (MICHIGAN AV) 4 = 240' Main 332 LATEX CONC 3 - 41.99' HS 20 1958 CONRAIL & I-94 BL @ I-94 BL 4 = 240' HS 20 1958 M-60 2.5 MI S OF I-94 4 = 245' H 15 1958 I-94 @ I-94 4 = 171' HS 20 1958 I-94 @ I-94 4 = 171' HS 20 1958 GOOSE CREEK N LTS OF BROOKLYN 1 = 59' HS 25 2000 4394 4395 4396 4397 4398 R01-38061-4 S01-38061 S02-38061-3 S02-38061-4 B01-38071 M-60 WB MCCAIN RD M-60 EB M-60 WB M-50 2Main 332 LATEX CONC 2 - 29.86' 3- Main 204 LATEX CONC LATEX CONC Main 332 LATEX CONC Main 505 - 27 - MONO CONC 2 - 56.4' 15' - 8'' R 14' - 10'' L 45.3' R 2 - 42.32' 4 - 55.4' L 20' - 0'' R 16' - 6'' L 67.3' R 2 - 42.32' 5 - 55.4' L 20' - 1'' R 20' - 1'' L 66.9' R 2 - 29.2' 4 - 67.3' L Main 332 20' - 0'' L 67.3' R 15' - 1'' R 14' - 6'' L 45.3' R 14' - 8'' R ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Jackson ************** 4399 B02-38071 M-50, US-127 BR GRAND RIVER 3.0 MI SE OF JACKSON 1 = 52' Main 506 MONO CONC 2 - 43.96' HS 25 2005 4400 C01-38071 M-50 BRIGGS LAKE CREEK 0.2 M N OF LENAWEE COL 1 = 16' Main 119 NA 2- HS 20+Mod 1900 4401 C02-38071 M-50 STONE LAKE EXT 0.3 M SOUTH OF NAPOLEON 1 = 12' Main 119 NA 2- HS 20+Mod 1900 4402 C03-38071 M-50 ACKERSON LAKE DRAIN 3 M SE OF JACKSON CTY LMT 1 = 10' Main 119 NA 2- HS 20+Mod 1900 4403 R01-38071 US-127 BR CONRAIL IN JACKSON 3 = 139' Main 532 MONO CONC 4 - 74.15' HS 20 1966 4404 R01-38072 M-50, US-127BR CONRAIL IN JACKSON (WEST AVE) 3 = 91' Main 211 BITUMINOUS 2 - 25.26' H 15 1923 1952 4405 B01-38073 M-50 SANDSTONE CREEK IN TOMKINS CENTER 1 = 65' Main 392 LATEX CONC 2 - 29.86' H 20 1927 4406 C01-38073 M-50 OTTER CREEK 1.9 M SE OF EATON CO LINE 1 = 10' Main 119 NA 2- HS 20+Mod 1900 4407 B02-38083 I-94BL,US127BR,M50 GRAND RIVER IN JACKSON (CLINTON ST) 1 = 54' Main 332 BITUMINOUS 4 - 52.17' HS 20 1967 4408 B03-38083 I-94BL,US127BR,M50 GRAND RIVER IN JACKSON (MILWAUKEE ST) 2 = 74' Main 211 BITUMINOUS 4 - 52' H 15 1915 SANDSTONE RIVER 3.0 MI W OF M-60 3 = 120' 4409 B01-38101 I-94 1967 Main 482 MONO CONC 6 - 124.7' HS 25 1953 2007 4410 C01-38101 I-94 THOMPSON LAKE DRAIN 1.0 M W OF US-127 1 = 11' Main 119 NA 4- HS 20+Mod 1900 4411 R01-38101 I-94 CONRAIL & GRAND RIVER 0.4 MI W OF M-106 8 = 653' Main 352 BITUMINOUS 4 - 80.05' HS 20 1949 4412 S01-38101 I-94 PARMA RD 6.3 MI W OF M-60 3 = 146' Main 204 LATEX CONC 4 - 93.83' HS 20 1954 I-94 3.2 MI W OF M-60 4 = 214' H 15 1958 I-94 2.2 MI W OF M-60 4 = 160' H 15 1958 I-94 0.5 MI W OF M-60 4 = 161' H 15 1958 4413 4414 4415 S02-38101 S03-38101 S04-38101 DEARING RD SANDSTONE RD BLACKMAN RD 2Main 332 LATEX CONC 2 - 29.2' 4 - 48.6' L Main 332 MONO CONC MONO CONC - 28 - 14' - 10'' R 14' - 5'' L 45.3' R 2 - 29.2' 4 - 45.3' L 14' - 5'' R 14' - 8'' L 48.6' R 2 - 41.99' 4 - 45.3' L Main 332 55.1' R 14' - 5'' R 14' - 5'' L 45.3' R 14' - 6'' R ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Jackson ************** 4416 4417 4418 12991 4419 4420 4421 4422 4423 4424 4425 4426 4427 4428 4429 4430 4431 S05-38101 S06-38101 S07-38101 S08-38101-1 S08-38101-2 S09-38101 S10-38101 S11-38101 S12-38101 S01-38102 S02-38102 S03-38102-3 S03-38102-4 S04-38102 S01-38103 S02-38103 S03-38103 AIRPORT RD I-94 LANSING RD M-106 NB M-106 SB ELM RD DETTMAN RD HAWKINS RD I-94 M-99 GIBBS RD I-94 EB I-94 WB MICHIGAN AVE I-94 BL SARGENT RD WHIPPLE RD I-94 WB I-94 1.1 MI E OF M-60 4 = 159' US-127 & M-50 @ US-127 & M-50 3 = 134' I-94 0.6 MI E OF M-50 3 = 183' I-94 @M-106 (COOPER STREET) 1 = 82' I-94 @ M-106 (COOPER STEET) 1 = 82' I-94 1.0 MI E OF M-106 3 = 168' I-94 0.2 MI W OF E JCT US-127 2 = 305' I-94 0.5 MI W OF E JCT I-94 BL 2 = 233' I-94BL SB @ I-94 BL WB 3 = 125' I-94 @ M-99 4 = 228' I-94 1.5 MI E OF M-99 4 = 227' CONCORD RD 3.1 MI E OF M-99 3 = 118' CONCORD RD 3.1 MI E OF M-99 3 = 118' I-94 4.3 MI E OF M-99 4 = 211' I-94 EAST END OF I-94 BL 4 = 213' I-94 1.7 MI E OF E JCT I-94 BL 4 = 239' RACE RD 6.4 MI W OF E CO LINE 3 = 112' Main 332 LATEX CONC 4 - 81.69' 4 - 45.3' L Main 332 MONO CONC LATEX CONC MONO CONC BITUMINOUS LATEX CONC Main 482 MONO CONC INTEG CONC 2 - 44' 4 - 45.3' L Main 302 LATEX CONC Main 204 LATEX CONC 4 - 67.3' L Main 204 MONO CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC BITUMINOUS LATEX CONC 42.3' R 15' - 8'' R 42.3' R 15' - 1'' R 15' - 1'' L 16' - 11'' L 67.3' R HS 20 1975 HS 20 1948 1975 HS 20 1949 H 15 1958 H 15 2009 HS 20 1949 HS 20 1959 H 15 1959 HS 20 1959 HS 20 1959 H 20 1959 HS 20 1960 H 15 1960 HS 20+Mod 1960 14' - 11'' R 17' - 3'' R 16' - 4'' L 67.3' R 16' - 7'' R 37.7' R 15' - 1'' R 2 - 43.31' 2- - 29 - 16' - 3'' R 2 - 23.95' 4 - 67.3' L Main 332 16' - 2'' L 52.5' R 1974 16' - 0'' R 67.3' R 2 - 31.82' 4 - 67.3' L Main 332 16' - 2'' L 67.3' R 2 - 29.86' 4 - 52.5' L Main 332 14' - 2'' R 2 - 43.96' 2- Main 204 42' R 2 - 43.96' 2- Main 204 14' - 3'' R 2 - 25.92' 4 - 67.3' L Main 204 14' - 3'' L 45.3' R 2 - 33.79' 1951 14' - 6'' R 4 - 74.15' 1- HS 20 14' - 2'' R 14' - 7'' L 45.3' R 2006 14' - 1'' R 13' - 10'' L 37.1' R 1953 14' - 6'' R 17' - 0'' L 37.1' R 1958 1982 14' - 6'' R 17' - 1'' L 37.1' R 2 - 44' 5 - 45.3' L Main 506 14' - 0'' L 38.1' R 2 - 33.46' 4 - 37.1' L H 15 HS 20 3 - 40.03' 4 - 37.1' L Main 402 14' - 1'' R 2 - 27.89' 4 - 37.1' L Main 332 64' R 4 - 51.84' 4 - 37.7' L Main 332 14' - 5'' R 6 - 83' 4- Main 332 14' - 3'' L 45.3' R ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Jackson ************** 4432 4433 4434 S04-38103 S05-38103 S06-38103 I-94 EB MT HOPE RD CLEAR LAKE RD RACE RD 6.4 MI W OF E CO LINE 3 = 109' I-94 3.7 MI W OF WASHTENAW CO 4 = 213' I-94 .9 MI W OF WASHTENAW CO L 4 = 210' Main 332 LATEX CONC 2 - 43.31' 2- Main 332 LATEX CONC 2 - 29.2' 4 - 67.9' L Main 532 LATEX CONC 37.7' R 16' - 7'' L 67.9' R 2 - 29.2' 4 - 67.6' L 1960 HS 20 1960 HS 20 1960 16' - 6'' R 16' - 9'' L 67.6' R HS 20+Mod 14' - 2'' R 16' - 7'' R 4435 B01-38111 US-127 GRAND RIVER AT US-127 & JEFFERSON RD 1 = 35' Main 104 BITUMINOUS 3 - 105.97' HS 20 1955 4437 B02-38111 US-127 GRAND RIVER 500' N OF REED ROAD 1 = 35' Main 532 MONO CONC 3 - 40.03' HS 25 1953 S BR OF GRAND RIVER 4.8 MI S OF I-94 1 = 60' S BR OF GRAND RIVER 4.8 MI S OF I-94 1 = 60' GRAND RIVER 4.0 MI S OF I-94 3 = 118' GRAND RIVER 4.0 MI S OF I-94 3 = 118' CONRAIL & M-50 @ N JCT M-50 4 = 292' CONRAIL & M-50 @ N JCT M-50 4 = 277' CONRAIL 1.5 MI S OF I-94 BL 3 = 175' CONRAIL 1.5 MI S OF I-94 BL 3 = 175' US-127 @ S JCT M-50 4 = 184' US-127 2.8 MI S OF I-94 BL 2 = 214' US-127 1.4 MI S OF I-94 BL 4 = 206' I-94BL @ I-94 BL 3 = 168' 4438 4439 4440 4441 4442 4443 4444 4445 4446 4447 4448 4449 B03-38111-1 B03-38111-2 B04-38111-1 B04-38111-2 R01-38111-1 R01-38111-2 R02-38111-1 R02-38111-2 S01-38111 S02-38111 S03-38111 S04-38111-1 US-127 NB US-127 SB US-127 NB US-127 SB US-127 NB US-127 SB US-127 NB US-127 SB M-50 (MCDEVITT RD) E SOUTH ST PAGE RD US-127 NB 2002 Main 332 EPOXY OVLY 2 - 41.99' HS 20 1959 1996 Main 332 EPOXY OVLY 2 - 41.99' HS 20 1959 1996 Main 332 EPOXY OVLY 2 - 41.99' HS 20 1958 1996 Main 332 EPOXY OVLY 2 - 41.99' HS 20 1958 1996 Main 332 EPOXY OVLY 2 - 34.45' 2- Main 332 EPOXY OVLY MONO CONC 15' - 2'' R 45.3' R 15' - 4'' R 2 - 34.45' 2- Main 506 45.3' R 2 - 42.98' HS 20 1959 HS 20 1959 HS 25 1959 2001 Main 505 MONO CONC 2 - 42.98' HS 25 1959 2001 Main 332 LATEX CONC 3 - 42.98' 5 - 58.4' L Main 532 MONO CONC 3 - 55.12' 4 - 49.2' L Main 302 LATEX CONC MONO CONC - 30 - 1959 HS 25 2001 H 20 1958 HS 25 2001 16' - 8'' R 16' - 3'' L 49.2' R 16' - 2'' R 74.8' R 16' - 10'' R 2 - 43.31' 5- HS 20 15' - 7'' R 16' - 5'' L 49.2' R 4 - 51.84' 4 - 49.2' L Main 505 15' - 9'' L 49.2' R ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Jackson ************** 4450 4451 4452 4453 4454 S04-38111-2 S05-38111-1 S05-38111-2 B01-38131-1 B01-38131-2 US-127 SB US-127 NB US-127 SB US-127 NB US-127 SB I-94BL @ I-94 BL 3 = 168' I-94 @ E JCT I-94 4 = 165' I-94 @ E JCT I-94 4 = 165' GRAND R 1.5 MI S OF INGHAM COL 2 = 96' GRAND RIVER 1.5 MI S OF INGHAM COL 2 = 96' Main 505 MONO CONC 2 - 43.31' 5- Main 332 BITUMINOUS 2 - 41.34' 4 - 45.3' L Main 332 BITUMINOUS EPOXY OVLY 2001 HS 20 1958 HS 20 1958 14' - 10'' R 15' - 2'' L 45.3' R HS 25 16' - 6'' R 14' - 3'' L 45.3' R 2 - 41.34' 4 - 45.3' L Main 332 74.8' R 15' - 9'' R 2 - 40' HS 20 1957 1987 Main 332 EPOXY OVLY 2 - 40' HS 20 1957 1987 4455 C01-38131 US-127 RIVES & BLACKMAN DR 2.8 M N OF JACKSON CTY LM 1 = 11' Main 119 NA 4- HS 20+Mod 1958 4456 R01-38131-1 US-127 NB CONRAIL 3.4 MI N OF I-94 3 = 150' Main 332 LATEX CONC 2 - 42.98' HS 20 1957 CONRAIL 3.3 MI N OF I 94 3 = 150' PARNALL RD 1.4 MI N OF I-94 3 = 123' PARNALL RD 1.4 MI N OF I-94 3 = 123' US-127 @ M-50 NB 2 MI N OF I-94 4 = 313' US-127 0.3 MI N OF I-94 4 = 206' US-127 4.0 MI N OF I-94 4 = 171' US-127 5.5MI N OF I-94 4 = 171' BERRY RD 3.0 MI S OF N CO LINE 3 = 111' BERRY RD 3.0 MI S OF N CO LINE 3 = 111' TERRITORIAL RD 0.8 MI S OF CO LINE 3 = 105' 4457 4458 4459 4460 4461 4462 4463 4464 4465 4466 R01-38131-2 S01-38131-1 S01-38131-2 S02-38131 S03-38131 S04-38131 S05-38131 S06-38131-1 S06-38131-2 S07-38131-1 US-127 SB US-127, M-50 NB US-127, M-50 SB M-50 NB SPRINGPORT ROAD VAN HORN RD HENRY RD US-127 NB US-127 SB US-127 NB 2006 Main 332 LATEX CONC 2 - 42.98' HS 20 1957 2006 Main 332 EPOXY OVLY 3 - 49' 2- Main 332 EPOXY OVLY MONO CONC LATEX CONC MONO CONC MONO CONC LATEX CONC Main 332 LATEX CONC Main 332 LATEX CONC 14' - 9'' R 45.9' R 14' - 6'' R 45.9' R 14' - 5'' R 1958 HS 25 2005 H 20 1971 2007 H 20 1966 H 15 1966 HS 20 1966 37.7' R 14' - 8'' R 2007 HS 20 2 - 38' 2- - 31 - 15' - 0'' L 50.2' R 2 - 38' 2- HS 20 14' - 2'' R 2 - 38' 2- 1958 14' - 2'' R 14' - 2'' L 50.2' R HS 20 16' - 11'' R 14' - 5'' L 60.4' R 2 - 25.92' 4 - 50.2' L Main 332 16' - 11'' L 49.2' R 2 - 26' 4 - 50.2' L Main 532 14' - 11'' R 4 - 55.7' 6 - 68.9' L Main 532 37.7' R 1 - 27.89' 4 - 49.2' L Main 332 17' - 10'' R 3 - 49' 2- Main 532 37.7' R 1966 2007 HS 20 1966 2007 ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Jackson ************** 4467 S07-38131-2 US-127 SB TERRITORIAL RD 0.8 MI S OF COL 3 = 105' Main 332 LATEX CONC 2- - 32 - HS 20 2 - 38' 37.7' R 14' - 5'' R 1966 2007 ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Lenawee ************** 5501 B02-46011 US-127 BEAN CREEK 0.6 MI NE OF HILLSDALE CO 1 = 65' Main 506 MONO CONC 2 - 43' HS 25 1998 5502 C01-46011 US-127 BEAN CREEK IN ADDISON (STEER ST) 1 = 12' Main 119 NA 2- HS 20+Mod 1900 5503 B01-46032 M-156 BEAR CREEK 2.7 MI S OF M-34 1 = 31' Main 104 BITUMINOUS 2 - 30.84' H 15 1925 5504 B02-46032 M-156 SILVER CREEK IN MORENCI 1 = 45' Main 302 MONO CONC 2 - 33.14' H 15 1935 13169 P01-46032 M-156 PED WALKOVER SILVER CREEK S CITY LIMITS OF MORENCI 5505 B01-46041 M-34 5506 B02-46041 M-34 2000 84' Main 310 TIMBER BEAN CREEK IN HUDSON 1 = 66' Main 506 MONO CONC S BR RAISIN RIVER 0.7 MI E OF M-156 1 = 30' Main 505 MONO CONC Pedestrian 2004 2 - 30' HS 25 1998 2 - 44' HS 25 1928 1993 5507 B03-46041 M-34 S BR RAISIN RIVER 3.2 MI E OF M-156 1 = 38' Main 505 MONO CONC 2 - 44' HS 25 1991 5508 B04-46041 M-34 HAZEN CREEK 4.7 MI W OF US-223 1 = 60' Main 532 MONO CONC 2 - 48' HS 25 1978 5509 B05-46041 M-34 S BR RAISIN RIVER IN ADRIAN (BEECHER ST) 1 = 55' Main 302 LATEX CONC 2 - 40.03' H 15 1932 5510 C01-46041 M-34 BEAR CREEK 1.9 MILES SW OF CLAYTON 1 = 26' Main 119 NA 2- HS 20+Mod 2005 5511 C02-46041 M-34 LOWERY DRAIN 0.3 MI E OF B04 NE OF CAD 1 = 10' Main 119 NA 2- HS 20+Mod 1900 5512 B01-46061 US-223 WOLF CREEK 4.6 MI NW OF ADRIAN 1 = 50' Main 332 MONO CONC 2 - 48' HS 25 1976 5513 B02-46061 US-223 WOLF CREEK 4.0 MI NW OF ADRIAN 1 = 51' Main 332 BITUMINOUS 2 - 49' HS 25 1979 5515 B04-46061 US-223 BR S BR RAISIN RIVER IN ADRIAN (MAUMEE ST) 1 = 74' Main 111 BITUMINOUS 4 - 43.96' H 20 1919 5516 C01-46061 US-223 HAWLEY DRAIN 0.2 MILES E OF ROME CENTR 1 = 18' Main 119 NA 2- HS 20+Mod 1900 5517 B01-46062 US-223 S BR RAISIN RIVER .5 MI S OF ADRIAN 3 = 150' Main 204 EPOXY OVLY 2 - 43' HS 20 1953 - 33 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Lenawee ************** 5518 B02-46062 US-223 RAISIN RIVER IN PALMYRA 3 = 123' 3 = 150' Main 302 EPOXY OVLY 4 - 46' H 20 1940 Main 119 NA 2- HS 20+Mod 1941 5519 B03-46062 US-223 5520 C01-46062 US-223 FLOODWOOD CREEK 2.1 M SE OF BLISSFIELD 1 = 14' MDOT RR & M-34 IN ADRIAN 6 = 453' NW RR 1.0 MI S OF ADRIAN 4 = 163' US-223 3.5 MI SE OF BLISSFIELD 1 = 62' 5522 5523 R01-46062 R02-46062 X03-46062 US-223 US-223 INDIANA & OHIO RR MONO CONC HS 20 2 - 29.86' 1933 1967 RAISIN RIVER IN BLISSFIELD(W ADRIAN ST 5521 Main 382 1962 Main 532 NONE 2 - 44' 4- Main 332 LATEX CONC 41' R HS 20 2006 HS 20+Mod 1941 23' - 0'' R 2 - 44' 1977 Main 392 NA 2- 41' R Railroad 1928 14' - 7'' R 5524 B01-46071 M-52 NILE DITCH 1.4 MI N OHIO STATE LINE 1 = 40' Main 104 MONO CONC 2 - 40' HS 20 1963 5525 B02-46071 M-52 BLACK CREEK 0.5 MI S OF JASPER 1 = 50' Main 532 MONO CONC 2 - 44' HS 20 1947 2006 5526 C01-46071 M-52 BURGESS AYERS DRAIN 0.2 M N OF OHIO ST LINE 1 = 10' Main 119 NA 2- HS 20+Mod 1941 5527 C02-46071 M-52 CARPENTER & GREEN DRAIN 0.6 MI N OF OHIO ST LINE 1 = 12' Main 119 NA 2- HS 20+Mod 1941 5528 C03-46071 M-52 KNAPP DRAIN 0.1 MI S OF RIDGEVILLE RD 1 = 14' Main 119 NA 2- HS 20+Mod 1941 5529 C04-46071 M-52 ABBOTT DRAIN 1.5 MI S OF JASPER 1 = 12' Main 119 NA 2- HS 20+Mod 1900 13273 C05-46071 M-52 CASS & SMITH DRAIN 1 MI N OF OHIO ST LINE 12' Main 119 BITUMINOUS 2- HS 20 2005 5530 B01-46072 M-52 S BR RAISIN RIVER IN ADRIAN (N MAIN ST) 3 = 130' Main 302 LATEX CONC 5 - 59' HS 20 1948 BEAVER CREEK 0.8 M N OF ADRIAN GARAGE 1 = 56' 5531 B02-46072 M-52 2006 Main 111 BITUMINOUS 5 - 59' HS 20 1919 1984 5532 C01-46072 M-52 HARKNESS CREEK 5.2 M NE ADRIAN CITY HALL 1 = 10' Main 119 NA 2- HS 20+Mod 1900 5533 B01-46074 M-52 EVANS CREEK 4.0 MI NW OF TECUMSEH 1 = 56' Main 332 LATEX CONC 2 - 42.7' HS 20 1962 - 34 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Lenawee ************** 5534 B01-46081 M-50 WILSON CREEK 1.0 MI W OF M-52 1 = 26' Main 119 BITUMINOUS 2- HS 25 1997 5535 C01-46081 M-50 WOLF CREEK 0.1 MI W OF SPRINGVILLE H 1 = 10' Main 119 NA 2- HS 20+Mod 1952 5536 B01-46082 M-50 RAISIN RIVER IN TECUMSEH 3 = 145' Main 332 LATEX CONC 2 - 32.15' HS 20 1953 5537 B02-46082 M-50 SCHREEDER BROOK 1.1 MI E OF BRITTON 1 = 23' Main 505 MONO CONC 2 - 40' HS 25 2000 5539 B03-46082 M-50 S BR MACON CREEK 0.8 MI W OF RIDGEWAY 1 = 43' Main 505 MONO CONC 2 - 44' HS 25 2000 5540 B04-46082 M-50 WILSON SPRING DRAIN WEST LIMITS OF BRITTON 1 = 34' Main 506 MONO CONC 2 - 43' HS 25 2000 5538 C01-46082 M-50 TALLMAN CREEK 0.9 MILE EAST OF M-52 1 = 10' Main 119 NA 2- HS 20+Mod 1952 5541 B01-46101 US-12 RAISIN RIVER IN CLINTON 1 = 74' Main 505 MONO CONC 2 - 50' HS 25 1977 5542 C01-46101 US-12 BRANCH LAKE CREEK 0.1 MI E OF MIS SPEEDWAY 1 = 14' Main 119 NA 2- HS 20+Mod 1900 13194 V01-46101 US-12 PEDESTRIAN WALKWAY AT MIS SPEEDWAY 32' Main 119 BITUMINOUS 2 - 44' HS 25 2004 - 35 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Livingston ************** 5730 B01-47013-1 US-23 NB HURON RIVER 2.2 MI N OF M-36 2 = 90' Main 505 LATEX CONC 2 - 43.31' HS 20+Mod 1960 5731 B01-47013-2 US-23 SB HURON RIVER 2.2 MI N OF M-36 2 = 90' Main 505 LATEX CONC 2 - 43.31' HS 20+Mod 1960 5732 S02-47013 US-23 M-36 @ M-36 3 = 168' Main 332 LATEX CONC 6 - 88.6' HS 20 1960 SILVER LAKE RD 1.8 MI N OF M-36 3 = 109' SILVER LAKE RD 1.8 MI N OF M-36 3 = 109' US-23 1.0 MI S OF I-96 4 = 226' US-23 SB 0.5 MI S OF I-96 3 = 164' US-23 NB 0.5 MI S OF I-96 3 = 164' US-23 0.6 MI S OF I-96 2 = 154' ORE CREEK 1.7 MI N OF M-59 1 = 30' ORE CREEK 1.7 MI N OF M-59 1 = 34' 5733 5734 5735 5736 5737 5738 5739 5740 S03-47013-1 S03-47013-2 S04-47013 S05-47013 S06-47013 X03-47013 B03-47014 B04-47014 US-23 NB US-23 SB LEE RD GRAND RIVER AVE GRAND RIVER AVE CSX RR US-23 SB US-23 NB 3Main 332 LATEX CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC 14' - 8'' L 64' R 14' - 8'' R 61.7' R 15' - 1'' R 64' R 15' - 2'' R NA 15' - 4'' L 4 - 53.5' L Main 332 15' - 5'' R 4 - 50.8' 3- Main 325 37.7' R 4 - 50.52' 3- Main 332 14' - 6'' R 2 - 26.57' 5 - 57.1' L Main 332 37.7' R 2 - 43.31' 2- Main 332 14' - 4'' R 2 - 43.31' 2- Main 332 48.9' R BITUMINOUS 53.5' R 2006 HS 20 1960 HS 20 1960 H 15 1962 H 15 1962 1984 H 15 1962 Railroad 1961 H 15 1940 15' - 1'' R 2 - 41.01' 2001 Main 302 MONO CONC 2 - 42.98' HS 20+Mod 1959 2001 5741 C02-47014 US-23 BRANCH ORE CREEK 0.4 M S OF CLYDE ROAD 1 = 10' Main 119 NA 4- HS 20+Mod 1961 5742 C03-47014 US-23 TYRONE LAKE OUTLET 0.2 M S OF FAUSSETT ROAD 1 = 12' Main 119 NA 4- HS 20+Mod 1961 5743 C04-47014 US-23 DANTON CREEK 1.1 M S OF GENESEE COL 1 = 12' Main 119 NA 4- HS 20+Mod 1961 5744 C05-47014 US-23 NO NAME CREEK 2.0 MI S OF M-59 1 = 12' Main 319 NA 4- HS 20+Mod 1962 5745 S01-47014 SPENCER RD US-23 0.9 MI N OF I-96 4 = 239' Main 332 MONO CONC 2 - 33.14' H 15 1962 HYNE RD 4.1 MI N OF I-96 3 = 107' HS 20 1962 5746 S02-47014-1 US-23 NB 4 - 67.3' L Main 332 MONO CONC 14' - 7'' R 37.7' R 15' - 3'' R 2 - 42.98' 2- - 36 - 14' - 10'' L 67.3' R ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Livingston ************** 5747 5748 5749 5750 5751 5752 5753 5754 5755 S02-47014-2 S03-47014-1 S03-47014-2 S04-47014 S05-47014 S06-47014 S07-47014-1 S07-47014-2 S08-47014 US-23 SB US-23 NB US-23 SB CROUSE RD CLYDE RD FAUSETT RD US-23 NB US-23 SB WHITE LAKE RD HYNE RD 4.1 MI N OF I-96 3 = 107' M-59 @ M-59 1 = 181' M-59 @ M-59 1 = 182' US-23 1.6 MI N OF M-59 4 = 191' US-23 3.2 MI N OF M-59 4 = 208' US-23 5.0 MI N OF M-59 4 = 207' CENTER RD 3.4 MI S OF GENESEE COL 3 = 108' CENTER RD 3.4 MI S OF GENESEE COL 3 = 108' US-23 1.0 MI S OF GENESEE COL 4 = 221' 1 = 140' Main 382 MONO CONC 2 - 47.9' HS 20 1986 Main 332 MONO CONC 2 - 42.98' 2- Main 382 MONO CONC MONO CONC LATEX CONC LATEX CONC MONO CONC EPOXY OVLY EPOXY OVLY LATEX CONC 15' - 10'' L 67.3' R 4 - 67.3' L 16' - 0'' L 16' - 1'' R 37.7' R 15' - 7'' R 37.7' R 15' - 0'' R 15' - 10'' L 77.4' R 1962 HS 25 2003 HS 25 2003 H 15 1961 H 15 1961 H 15 1961 HS 20 1961 HS 20 1961 HS 20 1961 16' - 1'' R 67.3' R 2 - 29.2' HS 20 14' - 9'' R 2 - 42.98' 2- Main 332 14' - 11'' L 55.4' R 2 - 42.98' 2- Main 532 16' - 5'' R 2 - 28.54' 4 - 67.3' L Main 532 67.9' R 2 - 29.2' 4 - 67.3' L Main 532 18' - 4'' R 2 - 31.17' 4 - 55.4' L Main 532 67.9' R 2 - 44' 5- Main 332 14' - 11'' R 2 - 50.3' 5- Main 382 37.7' R 15' - 8'' R 1990 5756 B01-47041 M-36 HURON RIVER 1.2 MI E OF LAKELAND 5757 C01-47041 M-36 LIVERMORE CREEK 2.3 MI E OF GREGORY 1 = 15' Main 119 LATEX CONC 2 - 32' HS 20+Mod 1900 5758 C02-47041 M-36 HONEY CREEK 4.2 MI W OF PINCKNEY 1 = 11' Main 319 NA 2- HS 20+Mod 1900 5759 C03-47041 M-36 BENTLEY LAKE OUTLET 2.0 MI W OF PINCKNEY 1 = 10' Main 319 NA 2- HS 20+Mod 1974 13525 C04-47041 M-36 MARSH DRAIN 1 MI E OF PETTYSVILLE RD 22' Main 119 NONE 2 - 48.8' HS 20 1980 13526 C05-47041 M-36 CHILSON CREEK 0.01 MI E OF KRESS RD 23' Main 119 BITUMINOUS 2 - 26' OTHER 1932 5761 C07-47041 M-36 NO NAME 3.0 MI E OF PINCKNEY 1 = 10' Main 119 NA 2- HS 20+Mod 1900 13396 V01-47041 M-36 PED TRAIL (LAKELANDS SP) 750' W/ PETTYVILLE ROAD 17' Main 119 BITUMINOUS 2 - 39' HS 20 2006 - 37 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Livingston ************** 5762 5763 B03-47061 X01-47062 I-96 BL S BR SHIAWASSEE RIVER 1.9 MI W OF HOWELL 1 = 40' T & SB RR I-96 BL IN HOWELL 3 = 189' Main 302 BITUMINOUS Main 303 OTHERC 4- C01-47064 I-96 WOODRUFF CREEK 0.1 M W PLEASANT VALLEY R 2 = 17' Main 119 BITUMINOUS 5765 S03-47064 I-96 EB US-23 SB @ US-23 3 = 157' Main 332 BITUMINOUS US-23 SB @ US-23 3 = 156' US-23 NB @ US-23 3 = 163' I-96 WB @ US-23 3 = 163' 5767 5768 5769 5770 S04-47064 S05-47064 S06-47064 S07-47064 S08-47064 I-96 WB I-96 EB US-23 NB Main 332 BITUMINOUS BITUMINOUS Main 332 BITUMINOUS I-96 3.4 MI E OF US-23 2 = 260' Main 332 LATEX CONC MONO CONC 75.8' R 14' - 9'' R 75.8' R 14' - 7'' R 53.8' R 17' - 4'' R 2 - 43.31' 2 - 33.7' 6 - 62.3' L Main 482 14' - 7'' R 5 - 64.96' 34 = 233' 53.8' R 5 - 64.96' 4- 15' - 1'' L 62.3' R 4 - 68' 6 - 63' L 1937 HS 20+Mod 1962 HS 20+Mod 1961 HS 20+Mod 1961 HS 20+Mod 1962 HS 20 1962 H 15 1958 14' - 10'' R 15' - 1'' L 63' R Railroad 14' - 0'' R 3 - 55.12' 4Main 332 46.9' R 6- 2- PLEASANT VALLEY RD I-96 2.0 MI E OF US-23 KENSINGTON RD 1918 1932 5764 5766 H 15 4 - 63.98' 2008 H 20 2008 15' - 1'' R 5771 B01-47065 I-96 EB S BR SHIAWASSEE RIVER 1.5 MI SE OF M-59 1 = 40' Main 532 MONO CONC 2 - 61.02' HS 20+Mod 1962 5772 B02-47065 I-96 WB S BR SHIAWASSEE RIVER 1.5 MI SE OF M-59 1 = 40' Main 532 MONO CONC 3 - 60.04' HS 20+Mod 1962 5773 C02-47065 I-96 MARION & GENOA DRAIN 0.8 M E OF PINCKNEY ROAD 2 = 16' Main 119 MONO CONC 4- HS 20+Mod 1961 5774 C03-47065 I-96 MARION & GENOA DRAIN 0.1 M E OF PINCKNEY ROAD 2 = 16' Main 119 LATEX CONC 4- HS 20+Mod 1961 13397 C04-47065 I-96 S ORE CREEK .8 MI E OF W GRND RIV AVE 14' Main 119 NA 6 - 112' HS 20 1962 5775 R02-47065-3 I-96 EB MDOT RR 2.2 MI SE OF M-155 3 = 138' Main 532 MONO CONC 3 - 61.02' HS 20+Mod 1962 5776 R02-47065-4 I-96 WB MDOT RR 2.2 MI SE OF M-155 3 = 138' Main 532 MONO CONC 3 - 60.04' HS 20+Mod 1962 5777 R03-47065-3 I-96 EB CSX RR 3.5 MI SE OF M-155 3 = 204' Main 506 MONO CONC 3 - 62.01' HS 20 1962 1997 - 38 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Livingston ************** 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 5790 R03-47065-4 S02-47065 S04-47065 S06-47065 S07-47065 S08-47065 S09-47065 S10-47065-3 S10-47065-4 S11-47065 S12-47065 S13-47065 S14-47065 I-96 WB CSX RR 3.5 MI SE OF M-155 3 = 195' M-59 / I-96BL I-96 @ M-59 4 = 251' I-96 @ M-155 4 = 348' I-96 0.8 MI E OF M-155 4 = 288' I-96 3.0 MI SE OF M-155 4 = 320' I-96 WB @ I-96 BL 3 = 168' I-96 1.6 MI SE OF I-96 BL 4 = 264' GRAND RIVER AVE 2.4 MI NW OF US-23 3 = 174' GRAND RIVER AVE 2.4 MI NW OF US-23 3 = 174' I-96 1.4 MI NW OF US-23 4 = 251' I-96 0.8 MI NW OF US-23 4 = 234' OLD US-23 @ US-23 3 = 148' OLD US-23 @ US-23 3 = 125' M-155 (MASON RD) PINCKNEY RD CHILSON RD I-96 BL (ON RMP) DORR RD I-96 EB I-96 WB FLINT RD SPENCER RD I-96 EB I-96 WB Main 505 MONO CONC HS 20 2 - 62.01' 1962 1996 Main 332 LATEX CONC 2 - 33.79' 6 - 72.2' L Main 382 MONO CONC 2 - 35.1' 6 - 67.3' L Main 332 MONO CONC MONO CONC 2 - 33.14' 6 - 67.3' L Main 332 LATEX CONC Main 332 LATEX CONC LATEX CONC LS CONC MONO CONC LATEX CONC BITUMINOUS BITUMINOUS 57.7' R 14' - 6'' R 57.7' R 16' - 1'' R 16' - 9'' L 67.3' R 17' - 5'' L 77.8' R 16' - 6'' R 39.7' R 14' - 3'' R 39.7' R 14' - 5'' R 4 - 64.96' 2- HS 20 1962 2000 H 15 1962 2000 1961 1996 H 15 1961 HS 20+Mod 1962 1993 HS 20+Mod 1962 H 15 1962 HS 20 1962 HS 20+Mod 1961 HS 20+Mod 1962 20' - 0'' R 4 - 64.96' 2- Main 332 16' - 1'' R 4 - 51.51' 6 - 77.8' L Main 332 16' - 1'' L 67.3' R 1962 2000 HS 20+Mod 2 - 29.2' 6 - 67.3' L Main 332 16' - 4'' R 4 - 70.87' 4- Main 332 53.8' R 4 - 70.87' 4- Main 332 16' - 5'' R 2 - 29.86' 6 - 67.3' L Main 332 16' - 7'' L 1 - 20' 2- HS 20 16' - 4'' R 67.3' R 1962 1992 16' - 6'' R 16' - 7'' L 77.4' R HS 20 16' - 3'' R 16' - 8'' L 67.3' R 2 - 31.82' 6 - 67.3' L Main 382 17' - 10'' L 71.5' R 5791 B02-47066 I-96 EB W BR RED CEDAR RIVER 0.2 MI E OF INGHAM COL 1 = 40' Main 532 MONO CONC 2 - 39.7' HS 20+Mod 1961 5792 B03-47066 I-96 WB W BR RED CEDAR RIVER 0.2 MI E OF INGHAM COL 1 = 40' Main 532 MONO CONC 2 - 39.7' HS 20+Mod 1961 5793 B04-47066 I-96 EB MIDDLE BR RED CEDAR 3.4 MI E OF INGHAM COL 1 = 40' Main 532 MONO CONC 2 - 40.03' HS 20+Mod 1961 5794 B05-47066 I-96 WB MIDDLE BR RED CEDAR 3.4 MI E OF INGHAM COL 1 = 40' Main 532 MONO CONC 2 - 40.03' HS 20+Mod 1961 - 39 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Livingston ************** 5795 5796 S02-47066 S04-47066 NICHOLSON RD FOWLERVILLE RD I-96 2.0 MI E OF INGHAM COL 4 = 235' I-96 4.0 MI E OF INGHAM CO LIN 4 = 239' Main 332 MONO CONC 2 - 27.89' 4 - 67.3' L Main 332 LATEX CONC 16' - 3'' L 67.3' R 2 - 29.86' 6 - 78.7' L 16' - 3'' L 78.7' R H 15 1962 H 15 1962 16' - 0'' R 16' - 0'' R 5797 B01-47082 M-59 SHIAWASSEE RIVER 0.6 MI NW OF HOWELL 1 = 34' Main 119 NONE 4 - 88' H 20 2006 5798 B02-47082 M-59 BOGUE CREEK 0.1 MI E OF MICHIGAN RD 1 = 105' Main 506 MONO CONC 2 - 90.55' HS 20 2000 5799 R01-47082 M-59, I-96 BL CSX RR 0.4 MI E OF I-96 3 = 140' Main 506 INTEG CONC 5 - 83.99' HS 20 2006 5800 R02-47082 M-59 WB T & SB RR IN HOWELL 3 = 124' Main 506 INTEG CONC 2 - 48' HS 20 2006 13308 R03-47082 M-59 EB T & SB RR IN HOWELL 3 = 124' Main 506 INTEG CONC 2 - 48' HS 25 2007 5801 B01-47121 M-155 S BR SHIAWASSEE RIVER 2.0 MI SW OF HOWELL 1 = 34' Main 119 BITUMINOUS 2 - 44.2' H 15 2007 5802 R01-47997 STATE STREET T&SB RR IN HOWELL 3 = 78' Main 505 LATEX CONC 2 - 40.03' H 20 1987 5803 P01-47998 COURT STREET PED T&SB RR IN HOWELL 3 = 74' Main 505 MONO CONC Pedestrian 1987 5804 R01-47999 MICHIGAN AVE T&SB RR IN HOWELL 3 = 79' Main 505 MONO CONC HS 20 1980 - 40 - 2 - 41.99' ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Monroe ************** 7068 B01-58011 OLD US-223 BELLE DRAIN 3.2 MI NW OHIO STATE LINE 1 = 66' Main 505 MONO CONC 2 - 43.96' HS 25 2003 7069 C01-58011 OLD US-223 SCHRODER DRAIN 0.8 MI NW OF OTTAWA LAKE 1 = 10' Main 119 NA 2- OTHER 1900 7070 B01-58032 M-50 RAISIN RIVER IN DUNDEE MONROE ST 3 = 180' Main 302 MONO CONC 4 - 43.96' H 20 1937 2000 7071 C01-58032 M-50 WILSON & CARNEY DRAIN 1.2 MI E OF DUNDEE 1 = 16' Main 119 NA 7072 X01-58032 GTW RR M-50 2.6 MI E OF DUNDEE 1 = 62' Main 392 NA S BR MACON RIVER 1.5 MI N OF M-50 3 = 123' S BR MACON RIVER 1.5 MI N OF M-50 3 = 123' MIDDLE BR MACON RIVER 1.7 MI N OF M-50 3 = 116' US-23 SB MIDDLE BR MACON RIVER 1.7 MI N OF M-50 3 = 116' 1 = 50' Main 332 EPOXY OVLY 2 - 42.98' HS 20 1961 7073 7074 7075 7076 B01-58033-1 B01-58033-2 B02-58033-1 B02-58033-2 US-23 NB US-23 SB US-23 NB 2- 2Main 332 MONO CONC 40.7' R OTHER 1900 Railroad 1926 HS 20 1961 14' - 5'' R 2 - 42.98' 2003 Main 332 MONO CONC 2 - 43.31' HS 20 1961 2003 Main 332 LATEX CONC 2 - 42.98' HS 20 1961 2003 Main 332 MONO CONC 2 - 42.98' HS 20 1961 2003 7077 B03-58033-1 US-23 NB BEAR CREEK 3.5 MI N OF M-50 7078 B03-58033-2 US-23 SB BEAR CREEK 3.8 MI N OF M-50 1 = 50' Main 332 EPOXY OVLY 2 - 42.98' HS 20 1961 7079 B04-58033-1 US-23 NB N BR MACON RIVER 4.7 MI N OF M-50 1 = 50' Main 332 EPOXY OVLY 2 - 42.98' HS 20 1961 7080 B04-58033-2 US-23 SB N BR MACON RIVER 4.7 MI N OF M-50 1 = 50' Main 332 EPOXY OVLY 2 - 42.98' HS 20 1961 7081 B05-58033-1 US-23 NB SALINE RIVER IN MILAN 3 = 120' Main 332 LATEX CONC 2 - 42.98' HS 20 1961 7082 B05-58033-2 US-23 SB SALINE RIVER IN MILAN 3 = 120' Main 332 LATEX CONC 2 - 42.98' HS 20 1948 7083 S01-58033 MILWAUKEE RD US-23 3.7 MI N OF M-50 4 = 209' Main 332 LATEX CONC 2 - 31.17' H 15 1961 US-23 5.2 MI N OF M-50 4 = 243' HS 20 1961 7084 S02-58033 CONE RD 4 - 67.6' L Main 332 LATEX CONC 2 - 30.51' 4 - 67.3' L - 41 - 14' - 5'' L 67.6' R 14' - 5'' R 14' - 5'' L 67.3' R 14' - 3'' R ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Monroe ************** 7085 7086 7087 7088 S03-58033 S04-58033 S05-58033 X01-58033 SHERMAN RD PLANK RD MILAN-OAKVILLE RD ANN ARBOR RR US-23 1.6 MI S OF WASHTENAW COL 4 = 208' US-23 0.4 MI S OF WASHTENAW COL 4 = 294' US-23 @ WASHTENAW CO LINE 3 = 143' US-23 2.5 MI S OF MILAN 1 = 115' Main 332 MONO CONC 2 - 28.54' 4 - 67.6' L Main 382 LATEX CONC 2 - 32.48' 6 - 77.4' L Main 332 Main 325 MONO CONC 14' - 4'' L 67.6' R 14' - 2'' L 77.4' R 2 - 27.89' 71.9' R 4- 71.9' R MONO CONC 1961 HS 20 1961 HS 20 1950 Railroad 1949 14' - 6'' R 16' - 7'' L 4- H 15 14' - 4'' R 14' - 4'' R 15' - 1'' L 15' - 2'' R 7089 B01-58034-1 US-23 NB TEN MILE CREEK 0.5 MI N OHIO STATE LINE 1 = 53' Main 332 LATEX CONC 2 - 42.98' HS 20 1959 7090 B01-58034-2 US-23 SB TEN MILE CREEK 0.5 MI N OHIO STATE LINE 1 = 53' Main 332 LATEX CONC 2 - 42.98' HS 20 1959 7091 B02-58034-1 US-23 NB N BR TEN MILE CREEK 2.0 MI N OHIO STATE LINE 1 = 32' Main 104 EPOXY OVLY 2 - 42.98' HS 20 1959 7092 B02-58034-2 US-23 SB N BR TEN MILE CREEK 2.0 MI N OHIO STATE LINE 1 = 32' Main 104 EPOXY OVLY 2 - 42.98' HS 20 1959 7093 B03-58034-1 US-23 NB RAISIN RIVER 1.0 MI S OF M-50 3 = 250' Main 382 MONO CONC 2 - 33.14' HS 20 1958 3 = 250' Main 382 MONO CONC 2 - 33.14' HS 20 1958 2003 7094 B03-58034-2 US-23 SB RAISIN RIVER 1.0 MI S OF M-50 7095 C01-58034 US-23 DOLL CREEK 90' S OF STEARNS RD 1 = 10' Main 119 NA 4- HS 20 1959 7096 C02-58034 US-23 LABODIE CREEK 6.0 MI N OHIO STATE LINE 2 = 17' Main 119 NA 4- HS 20 1959 7097 C03-58034 US-23 LOCKWOOD CREEK 8.0 MI N OHIO STATE LINE 2 = 20' Main 119 NA 4- HS 20 1959 7098 C04-58034 US-23 HOEGLE DRAIN 8.4 MI N OHIO STATE LINE 1 = 11' Main 119 NA 4- HS 20 1959 7099 C05-58034 US-23 NB(OFF RAMP) DOLL CREEK 90' S OF STEARNS RD 1 = 10' Main 119 NA 4- HS 20 1900 7100 C06-58034 US-23 SB(ON RAMP) DOLL CREEK 90' S OF STEARNS RD 1 = 10' Main 119 NA 4- HS 20 1900 7101 R01-58034-1 US-23 NB INDIANA & OHIO RR 3.0 MI S OF DUNDEE 3 = 186' Main 505 EPOXY OVLY 2 - 42.98' HS 20 1958 - 42 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Monroe ************** 7102 R01-58034-2 US-23 SB INDIANA & OHIO RR 3.0 MI S OF DUNDEE 3 = 186' Main 505 EPOXY OVLY 2 - 42.98' 7103 S01-58034 STERNS RD US-23 1.5 MI N OHIO STATE LINE 4 = 226' Main 204 LATEX CONC 2 - 31.82' US-23 3.0 MI N OHIO STATE LINE 4 = 226' US-23 AT US-23, US-223 INTRCHNG 4 = 248' US-23 1.7 MI N OF US-223 4 = 202' US-23 3.6 MI N OF US-223 4 = 239' US-23 4.6 MI N OF US-223 4 = 202' US-23 3.5 MI S OF M-50 4 = 202' US-23 2.2 MI S OF M-50 4 = 270' US-23 0.7 MI S OF M-50 4 = 171' M-50 IN DUNDEE 3 = 197' 7104 7105 7106 7107 7108 7109 7110 7111 7112 S02-58034 S04-58034 S05-58034 S06-58034 S07-58034 S08-58034 S09-58034 S10-58034 S11-58034 CONSEAR RD US-223 RAUCH RD SUMMERFIELD RD IDA CENTER RD IDA WEST RD DIXON RD BREWER RD US-23 4 - 67.3' L Main 204 LATEX CONC 2 - 31.82' 4 - 67.6' L Main 204 LATEX CONC LATEX CONC 2 - 31.82' 4 - 55.4' L Main 204 LATEX CONC 2 - 31.82' 4 - 55.4' L Main 204 LATEX CONC 2 - 31.82' 4 - 55.4' L Main 204 LATEX CONC 2 - 31.82' 4 - 55.4' L Main 204 LATEX CONC 2 - 31.82' 4 - 55.4' L Main 204 LATEX CONC 2 - 31.82' 4 - 45.3' L Main 204 LATEX CONC H 15 1959 H 15 1958 H 15 1958 H 15 1958 H 15 1959 H 15 1959 HS 20 1958 15' - 5'' R 14' - 7'' L 45.3' R 14' - 5'' R 74.8' R 14' - 8'' R 4 - 95.14' 5- 1959 15' - 0'' R 15' - 3'' L 55.4' R H 20 14' - 5'' R 14' - 9'' L 55.4' R 1959 14' - 9'' R 14' - 5'' L 55.4' R H 15 16' - 8'' R 14' - 9'' L 55.4' R 1959 15' - 0'' R 15' - 7'' L 55.4' R H 15 14' - 11'' R 14' - 10'' L 56.4' R 1958 15' - 0'' R 14' - 10'' L 67.3' R 2 - 35.76' 4 - 56.4' L Main 204 14' - 11'' L 67.3' R HS 20 7113 B01-58041 M-50 S BR MACON RIVER 2.5 MI W OF DUNDEE 1 = 55' Main 332 BITUMINOUS 2 - 38.06' HS 20 1953 7114 C01-58041 M-50 WAHOO PRARIE DRAIN 1.5 MI E OF LENAWEE COL 1 = 12' Main 119 NA 2- OTHER 1953 7115 B01-58051 US-24 INDIAN CREEK 0.5 MI N OHIO STATE LINE 2 = 29' Main 119 BITUMINOUS 5 - 49.87' H 15 1925 1937 7116 C01-58051 US-24 HOOPER RUN 1.5 MI NE OHIO STATE LINE 2 = 14' Main 119 NA 2- OTHER 1900 7117 C02-58051 US-24 FLAT CREEK 3.8 MI NE OHIO STATE LINE 1 = 10' Main 119 NA 2- OTHER 1900 7118 C03-58051 US-24 LITTLE LAKE CREEK 4.3 MI N OHIO STATE LINE 1 = 17' Main 119 NA 2- OTHER 1900 - 43 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Monroe ************** 7119 C04-58051 US-24 BAY CREEK 5.0 MI NE OHIO STATE LINE 1 = 13' Main 119 NA 2- OTHER 1900 7120 C05-58051 US-24 YETTER DRAIN 6.0 MI NE OHIO STATE LINE 1 = 19' Main 119 NA 4- OTHER 1900 7121 R01-58051 US-24 ANN ARBOR RR 0.8 MI N OHIO STATE LINE 3 = 106' Main 505 MONO CONC 2 - 47.9' HS 25 1938 1992 7122 B01-58052 US-24 OTTER CREEK 4.1 MI SW OF M-50 1 = 65' Main 111 BITUMINOUS 2 - 41.99' H 15 1924 7123 B02-58052 US-24 PLUM CREEK 1.0 MI SW OF M-50 1 = 37' Main 505 BITUMINOUS 4 - 68.9' HS 20 2000 7124 B04-58052 US-24 RAISIN RIVER & ELM AVE IN MONROE 8 = 527' Main 532 Appr 505 MONO CONC HS 25 1988 15' - 0'' L 4 - 51.84' 2- 36' R 14' - 6'' R 7125 B05-58052 US-24 SANDY CREEK 1.1 MI SW OF M-125 1 = 34' Main 119 BITUMINOUS 4 - 56.3' HS 25 2006 7126 C01-58052 US-24 FRENCH CREEK 1.0 MI SW OF MONROE 1 = 16' Main 119 NA 2 - 59.06' OTHER 2000 7127 C02-58052 US-24 MASON RUN 1.6 MI N OF MONROE 1 = 15' Main 119 NA 2- OTHER 1900 7128 C03-58052 US-24 LITTLE SANDY CREEK 2.8 MI N OF MONROE 1 = 17' Main 119 NA 2- OTHER 1900 7129 R01-58052 US-24 CSX RR 1.5 MI SW OF M-125 3 = 138' Main 432 LATEX CONC 3 - 50.7' HS 20 1925 2006 7130 B01-58053 US-24 STONY CREEK 0.1 MI NE OF JCT M-125 2 = 101' Main 302 MONO CONC 4 - 68.9' HS 20 1931 7131 B02-58053 US-24 LITTLE SWAN CREEK 4.2 MI SW OF WAYNE COL 1 = 37' Main 532 MONO CONC 4 - 67.91' HS 25 1922 SWAN CREEK 4.0 MI SW OF WAYNE COL 1 = 103' 7132 B03-58053 US-24 1993 Main 532 MONO CONC 4 - 67.91' HS 25 1922 1993 7133 B04-58053 US-24 HURON RIVER @ WAYNE CO LINE 2 = 188' Main 506 MONO CONC 4 - 63' HS 25 2001 7134 C02-58053 US-24 COLBURN CREEK 5.4 MI SW OF WAYNE COL 1 = 12' Main 119 NA 4- OTHER 1900 7135 C03-58053 US-24 SWAN CREEK 3.7 MI SW WAYNE COL 1 = 13' Main 119 NA 4- OTHER 1900 - 44 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Monroe ************** 7136 C04-58053 US-24 PORT CREEK 1.4 MI SW OF WAYNE COL 1 = 19' Main 119 NA 4- OTHER 1900 7137 B01-58071 M-125 INDIAN CREEK AT OHIO STATE LINE 1 = 40' Main 302 LATEX CONC 2 - 42.98' H 15 1934 7138 B02-58071 M-125 OTTER CREEK 4.7 MI SW OF M-50 2 = 81' Main 532 MONO CONC 4 - 52.1' HS 20 1964 PLUM CREEK 1.1 MI SW OF M-50 1 = 54' RAISIN RIVER IN MONROE 5 = 211' 7139 7140 B03-58071 B04-58071 M-125 M-125 2006 Main 505 LATEX CONC 5 - 52.1' HS 20 1985 2006 Main 532 MONO CONC 4 - 47.9' H 20 1927 1990 7141 B05-58071 M-125 LITTLE SANDY CREEK 2.3 MI S OF US-24 1 = 35' Main 506 MONO CONC 4 - 71' H 15 2005 7142 B06-58071 M-125 BR SANDY CREEK 1.5 MI S OF US-24 1 = 35' Main 506 INTEG CONC 4 - 71' H 15 2005 7143 C01-58071 M-125 HOOPER RUN 1.5 MI N OHIO STATE LINE 1 = 12' Main 119 NA 2- OTHER 1940 7144 C02-58071 M-125 FLAT CREEK 1.8 MI S OF ERIE 1 = 12' Main 119 BITUMINOUS 2- HS 20+Mod 1900 7145 C03-58071 M-125 LITTLE LAKE CREEK 1.2 MI S OF ERIE 1 = 12' Main 119 BITUMINOUS 2- HS 20+Mod 1940 7146 C04-58071 M-125 BAY CREEK IN ERIE 1 = 15' Main 119 BITUMINOUS 3- HS 20+Mod 1939 7147 C05-58071 M-125 MUDDY CREEK 2.6 MI N OF ERIE 1 = 17' Main 119 BITUMINOUS 2- HS 20+Mod 1939 7148 C06-58071 M-125 SULPHUR CREEK 1.2 MI S OF LASALLE 1 = 12' Main 119 BITUMINOUS 2- HS 20+Mod 1900 7149 C07-58071 M-125 WOODCHUCK CREEK 1.2 MI N OF LASALLE 1 = 12' Main 119 BITUMINOUS 2 - 21.98' HS 20+Mod 1900 7150 C08-58071 M-125 ALBAIN DRAIN 1.9 MI N OF LASALLE 1 = 10' Main 119 NA 2- OTHER 1900 7151 C09-58071 M-125 MASON RUN 0.1 MI S/ N MONROE CTYLMT 1 = 10' Main 119 NA 6- OTHER 1900 7152 C02-58091 M-125 I-75 CONN BAY CREEK 4.1 MI N OHIO STATE LINE 1 = 15' Main 119 BITUMINOUS 4- OTHER 1936 - 45 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Monroe ************** 7153 C03-58091 M-125 I-75 CONN YETTER CREEK 4.7 MI N OHIO STATE LINE 1 = 10' Main 119 BITUMINOUS 4- OTHER 1936 7154 R01-58091 I-75 CONN CONRAIL & GTW RR 3.0 MI N OHIO STATE LINE 7 = 300' Main 332 MONO CONC 4 - 52.49' HS 20 1938 7156 B01-58151-1 I-75 NB HALFWAY CREEK 0.3 MI N OHIO STATE LINE 2 = 96' Main 332 LATEX CONC 3 - 56.76' HS 20 1958 HALFWAY CREEK 0.3 MI N OHIO STATE LINE 2 = 96' BAY CREEK 4.2 MI NE OHIO STATE LINE 1 = 40' BAY CREEK 4.2 MI NE OHIO STATE LINE 1 = 40' MUDDY CREEK 7.7 MI NE OHIO STATE LINE 1 = 45' MUDDY CREEK 7.7 MI NE OHIO STATE LINE 1 = 45' I-75 NB OTTER CREEK 8.7 MI NE OHIO STATE LINE 3 = 125' I-75 SB OTTER CREEK 8.7 MI NE OHIO STATE LINE 3 = 125' LAPLAISANCE CREEK 4.2 MI SW OF M-50 1 = 35' LAPLAISANCE CREEK 4.2 MI SW OF M-50 1 = 35' PLUM CREEK IN MONROE 1 = 45' PLUM CREEK IN MONROE 1 = 45' PAPER CO WATER MAINS IN MONROE 1 = 51' 7157 7158 7159 7160 7161 7162 7163 7164 7165 7166 7167 7168 B01-58151-2 B02-58151-1 B02-58151-2 B03-58151-1 B03-58151-2 B04-58151-1 B04-58151-2 B05-58151-1 B05-58151-2 B06-58151-1 B06-58151-2 B07-58151 I-75 SB I-75 NB I-75 SB I-75 NB I-75 SB I-75 NB I-75 SB I-75 NB I-75 SB I-75 1976 Main 332 LATEX CONC 3 - 56.76' HS 20 1957 1974 Main 104 LATEX CONC 3 - 56.76' HS 20 1955 1974 Main 104 LATEX CONC 3 - 56.76' HS 20 1955 1974 Main 332 LATEX CONC 4 - 62.66' HS 20 1954 1974 Main 332 LATEX CONC 4 - 62.66' HS 20 1954 1974 Main 432 LATEX CONC 4 - 62.66' HS 20 1955 1974 Main 432 LATEX CONC 4 - 62.66' HS 20 1955 1974 Main 104 LATEX CONC 3 - 56.76' HS 20 1954 1974 Main 104 LATEX CONC 4 - 69.88' HS 20 1954 1974 Main 332 LATEX CONC 9 - 55.2' HS 20 1955 1974 Main 332 LATEX CONC 3 - 55.2' HS 20 1955 1974 Main 332 LATEX CONC 6 - 119.7' HS 20 1955 1975 7169 B08-58151 I-75 (NB EX RAMP) LAPLAISANCE CREEK 4.2 MI SW OF M-50 1 = 68' Main 332 MONO CONC 1 - 25.26' HS 25 1975 7170 R01-58151-1 I-75 NB POWER CO RR SPUR 3.5 MI NE OHIO STATE LINE 3 = 185' Main 332 LATEX CONC 3 - 56.76' HS 20 1956 1989 - 46 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Monroe ************** 7171 7172 7173 R01-58151-2 R02-58151 R03-58151 I-75 SB POWER CO RR SPUR 3.5 MI NE OHIO STATE LINE 3 = 185' I-75 CN, GTW & NS RR'S IN MONROE 4 = 170' CONRAIL ,RAISIN R, FRONT IN MONROE OVER FRONT ST 11 = 930' I-75 Main 332 LATEX CONC Main 332 LATEX CONC 7 - 112.5' 2 - 39.7' L Main 303 Appr 332 LATEX CONC I-75 NORFOLK SOUTHERN RR IN MONROE 3 = 196' Main 332 LATEX CONC 8 - 110.7' 7175 S01-58151 STERNS RD I-75 1.2 MI N OHIO STATE LINE 2 = 230' Main 506 MONO CONC 2 - 40' BAY CREEK RD 3.6 MI NE OHIO STATE LINE 3 = 117' BAY CREEK RD 3.6 MI NE OHIO STATE LINE 3 = 117' I-75 4.7 MI NE OHIO STATE LINE 4 = 259' I-75 5.8 MI NE OHIO STATE LINE 4 = 259' I-75 5.7 MI SW OF MONROE 2 = 246' I-75 4.0 MI SW OF MONROE 2 = 229' I-75 2.5 MI SW OF MONROE 2 = 235' I-75 3.9 MI SW OF M-50 4 = 357' I-75 2.8 MI SW OF M-50 4 = 236' I-75 @ OLD M-50 4 = 259' I-75 1.6 MI N OF STATE LINE 5 = 476' I-75 1.6 MI N OF STATE LINE 4 = 416' 7177 7178 7179 7180 7181 7182 7183 7184 7185 7186 7187 S04-58151-2 S05-58151 S06-58151 S07-58151 S08-58151 S09-58151 S10-58151 S11-58151 S12-58151 S13-58151 S14-58151 I-75 NB I-75 SB ERIE RD LUNA PIER RD ALLEN COVE RD OTTER CREEK RD MORTAR CREEK RD LAPLAISANCE RD DUNBAR RD NORTH DIXIE HWY I-75 &M-125 CONN I-75 RAMP B 6 - 62' L Main 332 LATEX CONC LATEX CONC MONO CONC LATEX CONC EPOXY OVLY MONO CONC MONO CONC LATEX CONC LATEX CONC LATEX CONC MONO CONC MONO CONC - 47 - 1955 H 15 2009 HS 20 1956 1975 1974 HS 20 1974 H 20 1974 HS 15 1955 2009 HS 15 1955 HS 20 1956 1974 HS 25 1975 HS 25 1976 16' - 3'' R 17' - 0'' L 99.7' R H 20 14' - 8'' R 16' - 11'' L 99.7' R 1956 14' - 11'' R 14' - 11'' L 62.3' R HS 15 15' - 8'' R 15' - 0'' L 62.7' R 1956 16' - 3'' R 14' - 10'' L 70.5' R HS 15 16' - 2'' R 16' - 6'' L 86' R 1975 16' - 2'' R 16' - 3'' L 84.6' R 1956 14' - 9'' R 16' - 1'' L 99.7' R 1 - 24.93' 6 - 67.6' L HS 20 20' - 2'' R 14' - 8'' L 61.4' R 1 - 24.93' 6 - 99.7' L Main 382 14' - 7'' L 61.4' R 1955 2005 HS 20 5 - 78.74' 6 - 62.3' L Main 382 18' - 1'' R 2 - 25.92' 6 - 63' L Main 204 35.8' R 2 - 28' 4 - 62' L Main 204 18' - 1'' R 2 - 36.75' 7 - 83.3' L Main 204 35.8' R 2 - 41.99' 8 - 80.4' L Main 382 16' - 5'' R 2 - 36.75' 8 - 83' L Main 382 16' - 5'' L 61' R 1954 1989 HS 20 2 - 25.92' 6 - 62' L Main 382 24' - 1'' R 2 - 25.92' 6 - 62' L Main 204 30' R 3 - 56.76' 2- Main 204 20' - 2'' R 3 - 56.76' 2- Main 332 HS 20 39.7' R 6 - 108.92' 2- R04-58151 S04-58151-1 1956 1989 7174 7176 HS 20 3 - 56.76' 16' - 5'' R ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Monroe ************** 7188 B01-58152 I-75 SANDY CREEK 1.2 MI NE OF M-50 1 = 40' Main 104 EPOXY OVLY 6 - 112.6' HS 20 1954 7189 B02-58152-1 I-75 NB STONY CREEK 3.2 MI NE OF M-50 3 = 110' Main 402 LATEX CONC 4 - 67.3' HS 20 1954 STONY CREEK 3.2 MI NE OF M-50 3 = 110' SWAN CREEK 5.3 MI SW OF WAYNE COL 3 = 115' SWAN CREEK 5.3 MI SW OF WAYNE COL 3 = 115' 7190 7191 7192 B02-58152-2 B03-58152-1 B03-58152-2 I-75 SB I-75 NB I-75 SB 2005 Main 402 LATEX CONC 4 - 61.2' HS 20 1954 2005 Main 402 LATEX CONC 4 - 66.93' HS 20 1954 1973 Main 402 LATEX CONC 3 - 53.81' HS 20 1954 1973 7193 B04-58152-1 I-75 NB HURON RIVER IN ROCKWOOD 3 = 200' Main 482 MONO CONC 3 - 58' HS 20 2009 13442 B04-58152-2 I-75 SB HURON RIVER IN ROCKWOOD 200' Main 482 MONO CONC 4 - 70' OTHER 2009 C01-58152 I-75 YOAS CREEK 0.8 MI SW OF NEWPORT 1 = 15' Main 119 NA 6- OTHER 1900 I-75 GTW & CR RR 0.7 MI N OF M-50 5 = 347' I-75 CN, GTW & NS RR'S 0.9 MI N OF M-50 3 = 206' SANDY CREEK RD 1.0 MI NE OF M-50, SANDY 3 = 148' I-75 1.4 MI NE OF M-50 4 = 252' I-75 2.8 MI NE OF M-50 4 = 263' I-75 2.0 MI SW OF NEWPORT 4 = 333' I-75 6.2 MI NE OF M-50 4 = 273' I-75 2.8 MI SW OF WAYNE COL 4 = 262' I-75 IN S ROCKWOOD 4 = 303' 7194 7195 7196 7197 7198 7199 7200 7201 7202 7203 R01-58152 R02-58152 S01-58152 S02-58152 S03-58152 S04-58152 S05-58152 S06-58152 S07-58152 I-75 HURD RD NADEAUX RD POST RD NEWPORT RD SIGLER RD READY RD 1977 Main 332 LATEX CONC 6 - 106.5' HS 20 1956 1975 Main 332 LATEX CONC 6 - 102.5' HS 20 1955 2005 Main 332 LATEX CONC 6 - 102.5' 2- Main 204 LATEX CONC 2 - 26' 6 - 57.1' L Main 204 LATEX CONC Main 204 EPOXY OVLY EPOXY OVLY MONO CONC 14' - 9'' R 2 - 44.5' 16' - 8'' L 9 - 97.8' L 109.6' R 16' - 4'' R MONO CONC HS 15 1956 HS 20 1954 H 20 1975 HS 20 1955 HS 20 1954 HS 20 1956 15' - 5'' R 14' - 7'' L 62.3' R 2005 15' - 2'' R 15' - 10'' L 62.7' R 2 - 25.92' 6 - 62.3' L - 48 - 15' - 7'' L 70.9' R 2 - 25.92' 6 - 62.7' L Main 204 14' - 11'' L 2 - 30' 1955 16' - 9'' R 62' R 7 - 70.9' L Main 204 17' - 10'' R 14' - 7'' L 57.7' R 2 - 26' 6 - 62.3' L Main 382 HS 20 35.8' R 15' - 0'' R ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Monroe ************** 7204 S08-58152 S HURON R DR I-75 IN S ROCKWOOD 4 = 254' Main 532 MONO CONC 2 - 28' 6 - 81.1' L 14' - 7'' L 80.1' R HS 20 2008 14' - 10'' R 7205 B01-58171 I-275 N BR SWAN CREEK 1.0 MI NE CARLTON 4 = 37' Main 219 BITUMINOUS 6- HS 20 1973 7206 B02-58171 I-275 SWAN CREEK 1.0 MI NE CARLTON 4 = 44' Main 219 BITUMINOUS 6- HS 20 1973 12679 N01-58171 BIKE PATH GTW RR 1 MI E OF CARLETON 3 = 187' Main 505 BITUMINOUS OTHER 1973 12680 N02-58171 BIKE PATH CONRAIL 1 MI NE OF CARLETON 3 = 145' Main 505 BITUMINOUS OTHER 1973 7207 R01-58171 I-275 SB GTW RR 1 MI E OF CARLETON 3 = 187' Main 332 LATEX CONC HS 20+Mod 1973 CONRAIL 1 MI NE OF CARLETON 3 = 145' GTW RR 1 MI E OF CARLETON 3 = 187' 7208 7209 R02-58171 R03-58171 I-275 SB I-275 NB 4 - 46.7' 2006 Main 332 LATEX CONC 3 - 53.2' HS 20+Mod 2006 Main 332 LATEX CONC 3 - 53.2' HS 20+Mod R04-58171 I-275 NB CONRAIL 1 MI NE OF CARLETON 3 = 145' Main 332 EPOXY OVLY 3 - 53.2' 7211 S01-58171 I-275 SB I-75 5 MI N OF MONROE 4 = 272' Main 382 MONO CONC 2 - 34.6' 16' - 4'' L 8 - 106.6' L 82.3' R 15' - 8'' R I-75 5 MI N OF MONROE 4 = 356' I-275 SE OF CARLETON 4 = 329' TELEGRAPH RD (US-24) 5 MI SW OF FLATROCK 3 = 224' I-275 6 MI N OF MONROE 4 = 371' I-275 1.5 MI S OF CARLETON 2 = 288' I-275 1.5 MI E OF CARLETON 2 = 288' CARLETON-ROCKWOOD I-275 5 MI W OF ROCKWOOD 4 = 347' 7213 7214 7215 7216 7217 7218 S02-58171 S04-58171 S05-58171 S06-58171 S07-58171 S08-58171 S09-58171 I-75 NB TO I-275 R NEWPORT RD I-275 SB LABO RD SIGLER RD READY RD 1973 2006 7210 7212 1973 Main 382 Main 382 EPOXY OVLY EPOXY OVLY 2 - 41.2' 14' - 8'' L 7 - 85.6' L 16' - 2'' R 2 - 44.5' 4 - 97.4' L Main 382 LATEX CONC EPOXY OVLY EPOXY OVLY EPOXY OVLY EPOXY OVLY 19' - 9'' R 99.4' R 15' - 10'' R 99.7' R 15' - 8'' R 99.7' R 17' - 10'' R 16' - 6'' L 16' - 7'' L 17' - 3'' L 2 - 40.5' 6 - 99.7' L - 49 - 99.7' R 2 - 40.5' 6 - 99.7' L Main 382 14' - 11'' R 2 - 40.5' 6 - 99.4' L Main 382 93.8' R 2 - 40.5' 8 - 99.7' L Main 382 18' - 7'' R 3 - 48.4' 6- Main 382 16' - 1'' L 97.4' R 15' - 7'' L HS 20+Mod 1973 HS 20+Mod 1973 2009 HS 20 1973 H 20 1973 HS 20+Mod 1973 H 20 1973 H 20 1973 H 20 1973 H 20 1973 ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Monroe ************** 7219 7220 7221 S10-58171 S11-58171 S13-58171 I-275 SB I-275 NB I-275 NB NEWBURG RD 1 MI NE OF CARLETON 1 = 105' TELEGRAPH RD (US-24) 5 MI SW OF FLATROCK 3 = 234' NEWBURG RD 1 MI NE OF CARLETON 1 = 105' Main 382 EPOXY OVLY 3 - 53.2' 2- Main 382 LATEX CONC EPOXY OVLY 93.8' R 14' - 7'' R 39.7' R 14' - 6'' R 3 - 53.2' 2- - 50 - 14' - 6'' R 3 - 48.5' 6- Main 382 39.7' R HS 20+Mod 1973 HS 20 1973 HS 20+Mod 1973 ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Shiawassee ************** 9723 B01-76011 M-52 LOOKING GLASS RIVER 2.9 MI N OF M-78 1 = 77' Main 506 EPOXY OVLY 2 - 42.98' HS 25 2000 9724 B03-76011 M-52 MAPLE RIVER 4.0 MI SW OF M-21 3 = 134' Main 332 EPOXY OVLY 2 - 46.5' HS 20 1969 9725 C01-76011 M-52 BR OF VERMILLION CREEK 0.7 MI N OF INGHAM COL 1 = 16' Main 119 BITUMINOUS 2- OTHER 1928 9726 C02-76011 M-52 BR OF VERMILLION CREEK 1.0 MI N OF INGHAM COL 1 = 16' Main 119 NA 2- OTHER 1928 9727 B01-76012 M-52 SHIAWASSEE RIVER IN OWOSSO 3 = 150' Main 532 NONE 4 - 50.85' HS 25 2004 9728 B02-76012 M-52 SHIAWASSEE RIVER 2.7 MI S OF SAGINAW COL 2 = 279' Main 532 MONO CONC 2 - 42.98' HS 25 1999 9729 B01-76021 OLD M-78 S BR LOOKING GLASS RIVER 1.3 MI NE OF CLINTON COL 1 = 80' Main 506 MONO CONC 2 - 44' OTHER 2009 9731 C01-76021 I-69 BR OF VERMILLION CREEK 0.2 MI E OF CLINTON COL 1 = 10' Main 119 NA 4- OTHER 1957 9732 B01-76023-3 I-69 EB LOOKING GLASS RIVER 5.0 MI NE OF M-52 1 = 40' Main 532 LATEX CONC 2 - 41.99' HS 25 1961 9733 B01-76023-4 I-69 WB LOOKING GLASS RIVER 5.0 MI NE OF M-52 1 = 40' Main 532 LATEX CONC 2 - 41.99' HS 25 1961 9734 B02-76023-3 I-69 EB SHIAWASSEE RIVER 3.6 MI SW OF M-71 3 = 180' Main 332 EPOXY OVLY 2 - 46.59' HS 20 SHIAWASSEE RIVER 3.6 MI SW OF M-71 3 = 180' 9735 B02-76023-4 I-69 WB 1961 1998 Main 332 EPOXY OVLY 2 - 45.93' HS 20 1961 1998 9736 B03-76023-3 I-69 EB HOLLY DRAIN 0.3 MI NE OF M-71 1 = 60' Main 332 LATEX CONC 2 - 42.65' HS 25 1961 9737 B03-76023-4 I-69 WB HOLLY DRAIN 0.3 MI NE OF M-71 1 = 60' Main 332 LATEX CONC 2 - 42.65' HS 25 1961 9738 B04-76023-3 I-69 EB WEBB DRAIN 2.7 MI SW OF GENESEE COL 1 = 64' Main 332 LATEX CONC 2 - 41.99' HS 25 1961 9739 B04-76023-4 I-69 WB WEBB DRAIN 2.7 MI SW OF GENESEE COL 1 = 64' Main 332 LATEX CONC 2 - 41.99' HS 25 1961 9740 C01-76023 I-69 BOULES & OBERT DRAIN 2.1 MI SW GRAND RIVER RD 1 = 10' Main 119 NA 4- OTHER 1961 - 51 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Shiawassee ************** 9741 C02-76023 I-69 PRATT DRAIN 1.9 MI SW OF M-71 2 = 14' Main 119 NA 4- 9742 R01-76023-3 I-69 EB CN RR & REED RD 0.6 MI SW OF M-71 6 = 301' Main 332 MONO CONC 2 - 45.93' CN RR & REED RD 0.6 MI SW OF M-71 6 = 301' 9743 R01-76023-4 I-69 WB 2Main 332 MONO CONC 38.7' R 19' - 6'' R 38.7' R 24' - 2'' R 2 - 45.93' 2- OTHER 1961 HS 20 1961 1998 HS 20 1961 1998 9744 R02-76023-3 I-69 EB CM RR 1.2 MI SW OF GENESEE COL 3 = 178' Main 332 MONO CONC 2 - 42.98' HS 20 1961 9745 R02-76023-4 I-69 WB CM RR 1.2 MI SW OF GENESEE COL 3 = 178' Main 332 EPOXY OVLY 2 - 42.98' HS 20 1961 9746 S01-76023 MORRICE RD I-69 2.3 MI NE OF M-52 4 = 257' Main 332 MONO CONC 2 - 27.89' H 15 1966 I-69 5.8 MI NE OF M-52 4 = 278' H 15 1966 I-69 7.8 MI NE OF M-52 4 = 358' HS 20 1961 I-69 3.9 MI SW OF M-71 4 = 232' H 15 1966 I-69 2.9 MI SW OF M-71 4 = 269' H 15 1961 I-69 1.5 MI SW OF M-71 4 = 232' H 15 1966 I-69 @ M-71 4 = 236' HS 20 1961 I-69 0.8 MI NE OF M-71 5 = 357' H 15 1961 I-69 2.7 MI SW OF GENESEE COL 4 = 252' H 20 1961 9747 9748 9749 9750 9751 9752 9753 9754 S02-76023 S03-76023 S04-76023 S05-76023 S06-76023 S07-76023 S08-76023 S09-76023 STATE RD GRAND RIVER RD BANCROFT RD NEWBURG RD VERNON RD M-71 DURAND RD GOODALL RD 4 - 66.3' L Main 382 MONO CONC 2 - 25.92' 4 - 68.6' L Main 382 LATEX CONC EPOXY OVLY Main 332 EPOXY OVLY Main 332 INTEG CONC Main 332 LATEX CONC Main 332 MONO CONC Main 332 EPOXY OVLY 16' - 3'' R 16' - 2'' L 53.8' R 2 - 25.92' 4 - 67.3' L 16' - 4'' R 16' - 1'' L 77.4' R 2 - 29.86' 5 - 53.8' L 16' - 1'' R 16' - 2'' L 68.2' R 2 - 34.78' 6 - 77.4' L 14' - 7'' R 16' - 2'' L 67.3' R 2 - 27.89' 4 - 68.2' L 14' - 7'' R 15' - 3'' L 68.2' R 2 - 25.92' 4 - 67.3' L 14' - 8'' R 14' - 8'' L 67.3' R 2 - 25.92' 4 - 68.2' L 15' - 3'' R 15' - 0'' L 68.6' R 2 - 28.87' 4 - 67.3' L Main 332 15' - 0'' L 66.3' R 16' - 3'' R 17' - 2'' L 67.3' R 16' - 5'' R 9755 B01-76024 I-69 EB S BR LOOKING GLASS RIVER 1.5 MI E CLINTON CO LINE 1 = 70' Main 532 EPOXY OVLY 2 - 43.96' HS 25 1989 9756 B02-76024 I-69 WB S BR LOOKING GLASS RIVER 1.5 MI E CLINTON CO LINE 1 = 70' Main 532 EPOXY OVLY 2 - 35.76' HS 20 1989 9758 S02-76024 WOODBURY RD I-69 0.6 M E OF CLINTON COL 4 = 369' Main 482 Appr 382 EPOXY OVLY HS 25 1989 - 52 - 16' - 5'' L 2 - 43.96' 4 - 99.7' L 99.7' R 16' - 8'' R ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Shiawassee ************** 9759 9760 9761 9762 9763 9764 9765 9766 S05-76024 S06-76024 S07-76024 S08-76024 S09-76024 S11-76024 S12-76024 S13-76024 I-69 EB I-69 EB I-69 WB BRITTON RD M-52 I-69 EB I-69 WB I-69 WB SHAFTSBURG RD 0.5 MI N OF SHAFTSBURG 1 = 99' BATH RD 2.5 MI WEST OF PERRY 3 = 170' BATH RD 2.5 MILES W OF PERRY 3 = 170' I-69 0.5 M WEST OF PERRY 4 = 425' I-69 0.5 MI N OF PERRY 2 = 276' COLBY LAKE RD 1.5 MI W OF SHAFTSBURG 1 = 101' COLBY LAKE RD 1.5 MI W OF SHAFTSBURG 1 = 98' SHAFTSBURG RD 0.5 MI.N. OF SHAFTSBURG 1 = 96' Main 532 EPOXY OVLY 2 - 43.96' 2 - 60.4' L Main 532 EPOXY OVLY MONO CONC MONO CONC Main 482 MONO CONC EPOXY OVLY EPOXY OVLY EPOXY OVLY 15' - 6'' R 16' - 8'' L 60.4' R 16' - 11'' L 60.4' R 16' - 7'' R 60.4' R 14' - 6'' R 60.4' R 14' - 6'' R 60.4' R 14' - 6'' R 2 - 43.96' 2 - 43.96' 2 - 60.4' L HS 20 1989 HS 25 1988 HS 25 1988 HS 25 1988 HS 25 1988 HS 25 1989 HS 25 1989 HS 25 1989 18' - 5'' R 2 - 43.96' 2 - 60.4' L Main 532 60.4' R 3 - 55.77' 2 - 60.4' L Main 532 15' - 8'' R 2 - 43.96' 4 - 60.4' L 4 - 60.4' L Main 532 60.4' R 2 - 43.96' 2 - 60.4' L Main 482 Appr 382 16' - 3'' R 2 - 43.96' 4 - 60.4' L Main 532 16' - 3'' L 60.4' R 9767 B01-76041 M-71 SHIAWASSEE RIVER IN OWOSSO 2 = 120' Main 382 MONO CONC 4 - 63.98' HS 20 1983 9768 B02-76041 M-71 SHIAWASSEE RIVER 2.3 MI NW OF M-78 2 = 111' Main 432 MONO CONC 2 - 42.98' HS 25 1931 1999 9769 B03-76041 M-71 HOLLY DRAIN 0.3 MI NW OF M-78 1 = 60' Main 332 MONO CONC 2 - 40.03' HS 20 1961 9770 C01-76041 M-71 DURHAM CREEK 0.7 MI W OF LT IN CORUNNA 1 = 13' Main 319 NONE 2- OTHER 1983 9771 B01-76061 M-21 LEWIS DRAIN 1.4 MI E OF CLINTON COL 1 = 22' Main 119 BITUMINOUS 2 - 43.31' H 15 1998 9772 C01-76061 M-21 UNKNOWN CR-OW0SSO DRN @ WEST SIDE OF M-52 1 = 16' Main 319 NA 5- HS 20+Mod 1962 9773 B01-76062 M-21 SHIAWASSEE RIVER IN OWOSSO 2 = 132' Main 332 MONO CONC 4 - 63.98' HS 20 1970 9774 B02-76062 M-21 CRAWFORD DRAIN 0.6 MI W OF GENESEE COL 1 = 31' Main 119 BITUMINOUS 2 - 44' OTHER 2009 9775 C01-76062 M-21 SIX MILE CREEK 3.0 MI E M-21 & M-52 JCT 1 = 12' Main 119 NA 2- OTHER 1929 - 53 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Shiawassee ************** 9776 C02-76062 M-21 HATHAN CREEK 4.3 MI E M-21 & M-52 JCT 1 = 10' Main 119 NA 2 - 42.98' HS 25 1998 9777 C03-76062 M-21 RUSH CREEK 2.8 MI W OF GENESEE COL 1 = 15' Main 119 NA 2- OTHER 1929 9778 C04-76062 M-21 LIMBARD COUNTY DRAIN 1.6 MI W OF GENESEE COL 1 = 28' Main 119 NA 2 - 44' OTHER 2009 - 54 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Washtenaw ************** 10809 B01-81011 M-52 LETTS DRAIN IN CHELSEA 1 = 30' Main 104 BITUMINOUS 2 - 45.93' HS 20 1951 10810 B01-81012 M-52 RAISIN RIVER IN MANCHESTER 1 = 60' Main 302 BITUMINOUS 2 - 35' H 20 1939 10811 C01-81012 M-52 N BR MILL CREEK .4 MI S OF SCIO CHURCH RD 1 = 15' Main 119 NA 2- OTHER 1900 10812 B01-81031 US-12 SALINE RIVER IN SALINE 1 = 75' Main 332 MONO CONC 3 - 51.84' HS 20 1967 10813 C01-81031 US-12 SALINE-BRIDGEWATER DRAIN 5.5 MILES SW OF SALINE 1 = 15' Main 119 NA 2- OTHER 1900 10814 R01-81031 US-12 AA RR 3.4 MI NE OF SALINE 3 = 141' Main 532 MONO CONC 2 - 57' HS 20+Mod 1924 1979 10815 B01-81032 US-12BR, M-17 HURON RIVER IN YPSILANTI (E MICH AVE) 1 = 105' Main 124 BITUMINOUS 4 - 66' H 15 1912 10816 C01-81032 OLD US-12 UPPER PAINT CREEK DRAIN 300 FT W OF MANSFIELD RD 2 = 16' Main 119 NA 4- OTHER 1900 10817 C02-81032 US-12 NO NAME 0.1 MILE S OF I-94 1 = 11' Main 119 NA 4- OTHER 1978 10818 R01-81032 US-12 BR CONRAIL IN YPSILANTI (E MICH AVE) 3 = 194' Main 333 EPOXY OVLY 4 - 42' HS 20 US-12 BR 1.2 MI E OF YPSILANTI 3 = 161' I-94 WB 1.0 MI E OF YPSILANTI 3 = 308' WIARD RD 2.0 MI SE OF YPSILANTI 4 = 269' WIARD RD 2.0 MI SE OF YPSILANTI 4 = 251' I-94 0.1 MI W OF WAYNE CO LINE 4 = 303' 10819 10820 10821 10822 10823 S01-81032 S01-81041 S02-81041-3 S02-81041-4 S03-81041 FORD BLVD US-12 EB I-94 EB I-94 WB RAWSONVILLE RD 1934 2000 Main 332 EPOXY OVLY 3 - 48' 5- Main 482 EPOXY OVLY LATEX CONC LATEX CONC MONO CONC 17' - 2'' R 37.4' R 14' - 8'' R 37.4' R 14' - 8'' R 3 - 60.04' 4 - 37.4' L Main 382 99.7' R 3 - 60.04' 4 - 37.4' L Main 482 14' - 9'' R 2 - 43.96' 3- Main 482 59.7' R 1976 HS 25 1988 HS 20+Mod 1958 1986 HS 20+Mod 4 - 69.88' 7 - 97.4' L HS 20 16' - 6'' L 97.4' R 1958 1986 HS 20 1973 17' - 0'' R 10824 C01-81062 I-94 NO NAME @ ANN ARBOR SALINE RD 1 = 10' Main 119 NA 6- OTHER 1900 10825 C02-81062 I-94 NO NAME 0.3 MILE W OF STATE ROAD 1 = 14' Main 119 NA 4- OTHER 1900 - 55 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Washtenaw ************** 10826 C03-81062 I-94 NO NAME EB OFF RAMP STATE ROAD 1 = 14' Main 119 NA 4- OTHER 1900 10827 C04-81062 I-94 RAYER & GRANCE DRAIN 0.1 MI E OF STONE SCHOOL 1 = 16' Main 119 NA 4- OTHER 1900 10828 P01-81062 PED&BIKE@STONE SCH I-94 IN ANN ARBOR 2 = 222' Main 332 MONO CONC Pedestrian 1975 I-94 1.5 MI W US-23 2 = 216' Pedestrian 1975 AA RR IN ANN ARBOR 3 = 130' HS 20 1954 I-94 BL IN ANN ARBOR 3 = 191' I-94 0.7 MI S OF I-94 BL 4 = 202' I-94 1.9 MI SW OF I-94 BL 4 = 265' I-94 IN ANN ARBOR 2 = 217' I-94 S LIMITS ANN ARBOR 2 = 227' I-94 IN ANN ARBOR 4 = 173' I-94 0.8 MI W OF US-23 4 = 264' I-94 @ US-23 5 = 253' I-94 @ US-23 5 = 252' I-94 0.1 MI E OF US-23 2 = 250' I-94 2.0 MI W OF YPSILANTI 4 = 426' I-94 SOUTH LIMITS OF ANN ARBOR 4 = 570' 10829 10830 10831 10832 10833 10834 10835 10836 10837 10838 10839 10840 10841 10842 P02-81062 R01-81062 S01-81062 S02-81062 S03-81062 S04-81062 S05-81062 S06-81062 S07-81062 S08-81062-1 S08-81062-2 S09-81062 S12-81062 S13-81062 PLAINVIEW CT PED B I-94 I-94 LIBERTY RD SCIO CHURCH RD SALINE RD STATE RD STONE SCHOOL RD PLATT RD US-23 NB US-23 SB RAMP CARPENTER RD US-12 ELLSWORTH RD Main 302 Main 104 16' - 9'' L 4 - 99.7' L 99.7' R 4- 70.9' R MONO CONC LATEX CONC 16' - 8'' R 16' - 9'' L 16' - 7'' R 4 - 94.49' 1975 Main 332 LATEX CONC 4 - 93.5' 4- Main 204 LATEX CONC 2 - 27.89' 4 - 52.8' L Main 204 MONO CONC MONO CONC 2 - 87.93' 5 - 75.5' L Main 382 LATEX CONC 6 - 117.78' 6 - 75.8' L Main 204 MONO CONC 2 - 25.92' 4 - 45.3' L Main 482 Appr 101 MONO CONC Main 332 MONO CONC 4 - 78.9' 7 - 51.8' L Main 332 LATEX CONC LATEX CONC 5 - 63.98' 7 - 85' L Main 382 MONO CONC 6 - 91.86' 7 - 80.4' L Main 482 MONO CONC 4 - 63.98' 4 - 83' L - 56 - HS 15 1954 HS 20 1998 HS 20+Mod 1962 2005 HS 20+Mod 1962 HS 20 1975 HS 25 1975 HS 20 1995 15' - 11'' R 16' - 11'' L 83' R 1972 16' - 2'' R 16' - 1'' L 72.5' R H 20 16' - 6'' R 15' - 9'' L 80.7' R 1974 17' - 6'' R 16' - 10'' L 50.2' R H 20 16' - 9'' R 18' - 1'' L 50.2' R 4 - 58.4' 7 - 51.8' L Main 382 50.9' R 1956 14' - 7'' R 16' - 7'' L 5 - 63.98' 4 - 50.9' L HS 20 17' - 0'' R 14' - 7'' L 45.3' R 1956 16' - 0'' R 16' - 11'' L 75.8' R HS 20 14' - 8'' R 16' - 7'' L 75.5' R 1956 14' - 8'' R 14' - 6'' L 50.5' R HS 20 14' - 6'' R 14' - 8'' L 52.8' R 2 - 28.22' 4 - 50.5' L Main 382 14' - 2'' L 59.7' R 17' - 6'' R ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Washtenaw ************** HURON RIVER IN YPSILANTI 10843 B01-81063 I-94 10844 P01-81063 GEORGINA DR WALKOV I-94 0.2 MI E OF YPSILANTI 10845 10846 10847 10848 10849 10850 10851 10852 10853 10854 R01-81063 R02-81063 S01-81063 S02-81063 S03-81063 S04-81063 S04-81063-5 S05-81063 S05-81063-5 S06-81063 US-12 EB US-12 WB US-12 BR,WHITTAKER GROVE ST OLD M-17 EB WIARD RD NB (UP/L) US-12 (LOWER/LEVEL GM EXIT DR NB(UPL) US-12 (MIDLEVEL) HARRIS RD 3 = 110' Main 505 LATEX CONC 9 = 518' Main 505 Appr 300 MONO CONC Main 505 EPOXY OVLY CONRAIL, SERVICE ROAD 0.9 MI W OF WAYNE CO LINE 3 = 139' CONRAIL, SERVICE ROAD 0.9 MI W OF WAYNE CO LINE 3 = 155' I-94 S LTS OF YPSILANTI 4 = 254' I-94 IN YPSILANTI 4 = 355' US-12 WB 1.5 MI E OF YPSILANTI 3 = 159' US-12 1.4 MI W OF WAYNE CO LINE 5 = 276' WIARD RD SB 1.4 MI W OF CO LINE/WIARD 3 = 142' US-12 0.5 MI W OF WAYNE CO LINE 5 = 276' GM EXIT DR SB 0.5 MI W OF CO LINE 3 = 142' I-94 1.0 MI E OF YPSILANTI 5 = 375' 8 - 108.92' 17' - 9'' L 6 - 95.1' L MONO CONC LATEX CONC MONO CONC EPOXY OVLY LATEX CONC LATEX CONC Main 382 LATEX CONC LATEX CONC Main 382 MONO CONC 16' - 8'' L 76.4' R 15' - 11'' R 39.7' R 14' - 6'' R 72.8' R 14' - 0'' R 41' R 13' - 9'' R 60.7' R 13' - 11'' R HS 25 1944 1995 41' R 14' - 1'' R HS 20 20' - 0'' L 1969 1998 H 20 1972 2005 H 20 1985 HS 20 1942 1997 1942 1997 1942 1997 HS 20 99.7' R 1944 1995 HS 20 2 - 33.79' 8 - 99.7' L 1999 HS 20 4 - 60.7' 2- Pedestrian 16' - 2'' R 2 - 50.85' 3- Main 332 16' - 5'' L 67.3' R 3 - 60.7' 2- 1971 H 20 2 - 50.85' 4- Main 332 23' - 0'' R 1 - 44.95' 2- Main 382 41.9' R 3 - 52' 6 - 76.4' L Main 332 20' - 6'' R 5 - 71.52' 8 - 67.3' L Main 382 52' R 4 - 70.54' 2- Main 332 17' - 3'' R 4 - 70.54' 2- Main 505 95.1' R HS 20+Mod 1942 1997 H 20 17' - 7'' R 1971 2005 10855 C01-81072 I-94 BL PITTSFIELD-ANN ARBOR 0.8 MILES W OF US-23 1 = 15' Main 119 NA 4- OTHER 1900 10856 C02-81072 I-94 BL SWIFT DRAIN 0.1 MILES W OF US-23 1 = 10' Main 119 NA 4- OTHER 1900 10857 P01-81072 N UNIV PED WALK FOREST AVE US23 BR 0.5 MI E MAIN ST 4 = 270' Main 601 OTHERC Pedestrian 1968 US-23 BR IN ANN ARBOR N MAIN ST 1 = 82' Railroad 1951 SWIFT DRAIN SW QUAD US-23BR INTERCHG 1 = 10' HS 20 1900 10858 10859 X01-81073 C01-81074 AA RR US-23 SB RAMPS Main 303 Main 119 - 57 - 4- 69.9' R 15' - 8'' R 4- 65.9' R 14' - 7'' R NA NA 2- ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Washtenaw ************** 10860 C02-81074 US-23 SWIFT DRAIN 200FT N OF WASHTENAW AVE 1 = 10' Main 119 NA 4- OTHER 1900 10861 C03-81074 US-23 NB RAMPS SWIFT DRAIN NE QUAD US-23BR INTERCHG 1 = 10' Main 119 NA 2- OTHER 1900 10862 C04-81074 US-23 OAK PK & WAST HTS CO DR 0.1 MILE NORTH HURON R DR 1 = 10' Main 119 NA 4- OTHER 1900 13483 P01-81074 GEDDES RD PED US-23 1.6 MI N OF M-17 Main 505 MONO CONC Pedestrian 2009 255' 17' - 3'' L 4 - 88.2' L 90.4' R 17' - 3'' R 10863 R01-81074-1 US-23 NB CONRAIL & HURON RIVER 1.2 MI N OF M-17 & US-23 5 = 475' Main 382 LATEX CONC 2 - 33.14' HS 20+Mod 1962 10864 R01-81074-2 US-23 SB CONRAIL & HURON RIVER 1.2 MI N OF M-17 & US-23 8 = 475' Main 382 Appr 332 LATEX CONC 2 - 33.14' HS 20+Mod 1962 10865 S01-81074-1 US-23NB, I-94BL PACKARD RD IN ANN ARBOR (PACKARD RD) 3 = 137' Main 532 LATEX CONC 2 - 43.64' HS 20+Mod 1962 PACKARD RD IN ANN ARBOR (PACKARD RD) 3 = 137' HS 20+Mod 1962 US-23 BR 0.1 MI E OF ANN ARBOR EX 4 = 188' HS 20+Mod 1962 US-23 BR 0.1 MI N OF ANN ARBOR, EX 4 = 188' HS 20+Mod 1962 HURON RIVER DRIVE 0.8 MI N OF M-17 3 = 109' HS 20+Mod 1962 HURON RIVER DRIVE 0.8 MI N OF M-17 3 = 109' HS 20+Mod 1962 US-23 1.6 MI N OF M-17 & US-23 4 = 233' HS 20+Mod 1961 US-23 3.0 MI N OF M-17 & US-23 4 = 317' H 15 1962 HS 20+Mod 1962 H 15 1962 HS 20 1956 10866 10867 10868 10869 10870 10871 10872 10873 10874 10875 S01-81074-2 S02-81074-1 S02-81074-2 S03-81074-1 S03-81074-2 S04-81074 S05-81074 S06-81074 S07-81074 R01-81075 US-23SB, I-94BL US-23 NB US-23 SB US-23 NB US-23 SB GEDDES RD EARHART RD 2- Main 532 LATEX CONC Main 532 LATEX CONC LATEX CONC LATEX CONC MONO CONC MONO CONC US-23 0.3 MI N OF I-94 4 = 289' CONRAIL & HURON RIVER 1.4 MI S OF US-23 11 = 917' LATEX CONC LATEX CONC - 58 - LATEX CONC 37.7' R 14' - 10'' R 37.7' R 14' - 2'' R 14' - 5'' L 77.4' R 14' - 6'' R 15' - 1'' L 67.3' R 4 - 51.84' 14' - 4'' R 14' - 10'' L 77.4' R 2 - 61.02' 6 - 36.7' L Main 303 Appr 332 14' - 5'' R 2 - 26.57' 6 - 77.4' L Main 532 50.5' R 2 - 27.89' 4 - 67.3' L Main 332 15' - 1'' R 2 - 43.64' 4 - 77.4' L Main 382 50.5' R 2 - 43.64' 2Main 332 16' - 0'' R 3 - 51.84' 2Main 532 59.7' R 3 - 51.84' 6 - 50.5' L Main 532 15' - 4'' R 2 - 43.64' 6 - 50.5' L 4 = 285' M-14 & US-23 BR LATEX CONC 4- PLYMOUTH-ANNARBOR US-23 IN ANN ARBOR ELLSWORTH RD Main 532 59.7' R 14' - 8'' R 15' - 8'' L 36.7' R 15' - 6'' R 5.1' R 14' - 0'' R 6 - 83.99' 2 - 5.5' L 1978 ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Washtenaw ************** 10876 10877 10879 10880 10881 10882 10883 10884 10885 R02-81075-1 R02-81075-2 S05-81075 S06-81075 S07-81075 S08-81075 S09-81075-1 S09-81075-2 S10-81075 US-23 NB MDOT RR 0.5 MI S OF LIVINGSTON CO 3 = 190' US-23 SB MDOT RR 0.5 MI S OF LIVINGSTON CO 3 = 190' US-23 0.5 MI N OF M-14 4 = 187' US-23 1.5 MI N OF M-14 4 = 186' US-23 3.7 MI S OF LIVINGSTON CO 4 = 221' US-23 2.7 MI S OF LIVINGSTON CO 4 = 216' BARKER RD 0.7 MI S OF CO LINE 3 = 141' BARKER RD 0.7 MI S OF CO LINE 3 = 141' US-23 AT LIVINGSTON CO LINE 4 = 184' WARREN RD JOY RD N TERRITORIAL RD 6 MI RD US-23 NB US-23 SB 8 MI RD Main 332 LATEX CONC HS 20 2 - 32' 1958 2006 Main 332 LATEX CONC 2 - 32' HS 20 1958 2006 Main 532 MONO CONC 2 - 26.57' 4 - 54.5' L Main 532 MONO CONC 2 - 26.57' 4 - 54.8' L Main 204 LATEX CONC MONO CONC 2 - 31.5' 5 - 67.9' L Main 204 LATEX CONC Main 204 LATEX CONC Main 332 LATEX CONC 14' - 5'' L 54.8' R 15' - 1'' R 52.8' R 15' - 1'' R 52.8' R 16' - 0'' R H 20 1957 H 20 1962 1989 14' - 1'' L 55.4' R 1958 2006 HS 20 2 - 30.9' 4 - 55.4' L 1962 HS 20 2 - 44' 2- H 15 14' - 5'' R 2 - 44' 2- 1962 14' - 3'' R 14' - 6'' L 54.8' R HS 20 14' - 3'' R 14' - 3'' L 55.4' R 2 - 29.2' 4 - 55.4' L Main 332 14' - 8'' L 54.5' R 1958 2006 H 20 13' - 11'' R 1962 2006 13263 V01-81075 M-14 PEDESTRIAN WALKWAY 0.25 MI N OF BARTON RD 14' Main 119 NA 4- HS 20 2000 10886 C01-81076 US-23 HALLOCK & BUTLER DRN 1 = 12' 0.3 M NORTHWEST CARPENDER Main 119 NA 6- OTHER 1900 10887 C02-81076 US-23 SUGAR CREEK DRAIN 0.6 MI S OF STONEY CRK RD 1 = 14' Main 119 NA 4- OTHER 1900 10888 C03-81076 US-23 BUCK CREEK DRAIN 0.5 MI S OF WILLIS ROAD 1 = 11' Main 119 NA 4- OTHER 1900 10889 C04-81076 US-23 RD TO FEDERAL PRISON 0.3 MI N OF S COUNTY LINE 1 = 15' Main 319 NA 4- OTHER 1900 OTHER 1900 HS 20 1962 1- 10890 C05-81076 US-23 NO NAME 0.3 MILE S OF WILLOW ROAD 1 = 12' Main 119 NA 4- 10891 S01-81076 CARPENTER RD US-23 1.2 MI N OF MONROE COL 4 = 351' Main 382 LATEX CONC 3 - 41.01' US-23 2.1 MI N OF MONROE COL 4 = 209' 10892 S02-81076 WILLOW RD 5 - 77.4' L Main 532 MONO CONC 14' - 0'' R 14' - 4'' L 67.3' R 2 - 28.54' 4 - 67.3' L - 59 - 14.8' R 14' - 3'' R 14' - 6'' L 67.3' R 14' - 8'' R 1998 HS 20 1962 ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Washtenaw ************** 10893 10894 10895 10896 10897 10898 10899 S03-81076 S04-81076 S05-81076 S06-81076 X01-81076 P02-81082 X01-81101 STONY CREEK RD WILLIS RD BEMIS RD US-12 NS RR US-23 3.4 MI N OF MONROE COL 4 = 245' US-23 3.5 MI S OF US-12 4 = 252' US-23 2.5 MI S OF US-12 4 = 207' US-23 @ US-12 4 = 270' US-23 IN MILAN 1 = 80' ROSEWOOD AVE WALK M-17 0.5 MI E YPSILANTI AA RR Main 332 LATEX CONC 2 - 30.51' 4 - 67.9' L Main 332 LATEX CONC 2 - 33.14' 5 - 67.6' L Main 532 MONO CONC 21 = 511' I-94 BL IN ANN ARBOR (W HURON ST) 3 = 79' Main 303 MONO CONC 2 - 34.45' Main 303 Appr 201 MONO CONC Main 303 OTHERC HS 20 1962 H 15 1962 HS 20+Mod 1962 Railroad 1951 Pedestrian 1975 Railroad 1903 14' - 5'' R 14' - 9'' L 4 - 77.4' L 77.4' R 4- 71.9' R 14' - 4'' R 5- 87.9' R 16' - 0'' R 4- 50.9' R 14' - 4'' R NA 1962 14' - 5'' R 14' - 6'' L 67.6' R HS 20 14' - 5'' R 14' - 8'' L 77.4' R 2 - 28.54' 4 - 67.6' L Main 382 15' - 1'' L 67.9' R 14' - 8'' R 14' - 9'' L 10900 C02-81102 M-14 FRAIN LAKES OUTLET M-14 EB ON RAMP AT M-153 1 = 14' Main 119 NA 4- OTHER 1962 10901 B01-81103 M-14 FLEMING CREEK 0.2 MI W OF M-153 1 = 29' Main 302 MONO CONC 4 - 154.2' HS 20 1964 1 = 10' Main 119 NA 4- OTHER 1900 2006 10902 C01-81103 US-23 WB NO NAME 0.2 MI E OF PONTIAC TRAIL 10903 C02-81103 M-14 FLEMING CREEK 900 FT W OF VORHIES ROAD 2 = 18' Main 119 NA 4- OTHER 1976 10904 C03-81103 M-14 JOHN WAGNER DRAIN 0.1 MI EAST OF JOY ROAD 1 = 19' Main 119 NA 4- OTHER 1976 10905 C04-81103 M-14 FLEMING CREEK 0.6 MI EAST OF JOY RD 1 = 26' Main 119 NA 4- HS 20 1976 10906 C05-81103 US-23 EB NO NAME 0.2 MILES E OF PONTIAC TR 1 = 10' Main 119 NA 2- OTHER 1962 10907 R01-81103 US-23 EB, M-14 EB MDOT RR 0.9 MI E OF W JCT M-14 3 = 159' Main 332 MONO CONC 3 - 65' HS 25 1962 1998 10908 R02-81103 US-23 WB, M-14 WB MDOT RR 0.9 MI E OF W JCT M-14 3 = 179' Main 332 MONO CONC 2 - 43' 10909 S01-81103 PONTIAC TRAIL US-23 EB, M-14 EB 0.5 MI E OF W JCT M-14 3 = 133' Main 532 LATEX CONC 2 - 31.82' 3- - 60 - 62' R 14' - 8'' R HS 20+Mod 1962 HS 20 1962 ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Washtenaw ************** 10910 10911 10912 10913 10914 10915 10916 10917 10918 10919 10920 10921 10922 10923 10924 S02-81103 S04-81103 S05-81103-3 S05-81103-6 S06-81103 S07-81103 S08-81103 S09-81103-1 S09-81103-7 S10-81103 S12-81103-3 S12-81103-4 S13-81103 S14-81103 S15-81103 PONTIAC TRAIL NIXON RD M-14 EB US-23 ENT RAMP B M-14 EB DIXBORO RD VORHIES RD US23 BR N TO US23N US-23 N TO M-14 S M-14 WB M-153 CONN RAMP C M-153 CONN RAMP B CURTIS ROAD JOY ROAD GOTFREDSON ROAD US-23 WB, M-14 WB 0.5 MI E OF W JCT M-14 3 = 174' US-23, M-14 2.0 MI NE OF ANN ARBOR 4 = 210' RAMP B US-23 E JCT US-23 (OVER RAMP B) 3 = 284' UNDER M-14(OV US-23 NB) E JCT M-14 (OVER US 23 NB 3 = 120' EARHART RD 0.5 MI E OF US-23 3 = 109' M-14 1.6 MI E OF E JCT US-23 4 = 243' M-14 2.5 MI E OF E JCT US-23 4 = 248' US-23 SB(RAMP C) @ W JCT US-23 (TOP LEVL) 3 = 298' US-23 SB @ W JCT US-23 (LOWER) 3 = 127' EARHART RD 0.5 MI E OF US-23 3 = 109' M-14 9.0 MI SW OF PLYMOUTH 4 = 333' M-14 9.0 MI SW OF PLYMOUTH 4 = 333' M-14 3 MI W OF WAYNE CO LINE 4 = 326' M-14 5.0 M SW OF PLYMOUTH 4 = 324' M-14 4.0 MI W OF PLYMOUTH 4 = 285' Main 532 LATEX CONC 2 - 31.82' 3- Main 532 MONO CONC 2 - 29.53' 6 - 68.9' L Main 382 LATEX CONC LATEX CONC Main 532 LATEX CONC MONO CONC MONO CONC LATEX CONC LATEX CONC MONO CONC MONO CONC MONO CONC LATEX CONC EPOXY OVLY MONO CONC 14' - 8'' R 39.7' R 14' - 9'' R 42' R 14' - 9'' R 37.7' R 14' - 11'' R 18' - 11'' L 4 - 99.4' L 16' - 1'' L 17' - 0'' R 99.4' R 16' - 6'' R 17' - 11'' L 16' - 4'' L 99.1' R 1962 1999 HS 20 1964 HS 20 1964 HS 20 1964 1996 H 15 1964 H 15 1964 HS 20+Mod 1962 1998 HS 20+Mod 1962 HS 20 1964 HS 25 1975 2006 HS 25 16' - 3'' R 99.4' R 2 - 41.7' HS 20 16' - 7'' R 19' - 4'' L 95.5' R 2 - 36.5' 4 - 99.4' L Main 382 16' - 7'' L 94.8' R 1962 14' - 8'' R 68.9' R 2 - 41.99' 4 - 97.4' L Main 382 15' - 2'' L 68.2' R 2 - 41.2' 5 - 99.7' L Main 382 13' - 10'' R 1 - 26.7' 5 - 99.7' L Main 382 38.1' R 3 - 52.82' 2- Main 382 14' - 5'' R 2 - 40.03' 2- Main 532 44' R 2 - 33.79' 2- Main 332 14' - 9'' R 2 - 25.92' 4 - 69.2' L Main 382 29.9' R 2 - 27.89' 4 - 68.2' L Main 532 16' - 7'' R 3 - 55.12' 2- Main 532 17' - 0'' L 68.9' R 2 - 29.86' 2- HS 20 14' - 4'' R 2 - 29.86' 2- Main 332 62.3' R 1975 2006 H 20 1975 2006 H 20 1975 H 20 1975 17' - 3'' R 2006 10925 B01-81104-3 I-94 EB MILL CREEK 3.3 MI E OF M-52 1 = 44' Main 104 BITUMINOUS 2 - 41.99' HS 20+Mod 1961 10926 B01-81104-4 I-94 WB MILL CREEK 3.3 MI E OF M-52 1 = 44' Main 104 BITUMINOUS 2 - 41.99' HS 20+Mod 1961 - 61 - ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Washtenaw ************** 10927 B02-81104-3 I-94 EB MILL CREEK 5.1 MI W OF M-14 1 = 60' Main 532 LATEX CONC 2 - 41.99' HS 20 1961 10928 B02-81104-4 I-94 WB MILL CREEK 5.1 MI W OF M-14 1 = 60' Main 532 LATEX CONC 2 - 41.99' HS 20 1961 10929 C01-81104 I-94 MILLER CREEK DRAIN 4.3 MI W OF LIMA CENTER 1 = 10' Main 119 NA 4- OTHER 1962 10930 C02-81104 I-94 YOUNG DRAIN EB ON RAMP FROM M-52 1 = 12' Main 119 NA 4- OTHER 1962 10931 C03-81104 I-94 LIMA & SYLVAN DRAIN 1.1 MI W OF FLETCHER RD 1 = 10' Main 119 NA 4- OTHER 1961 10932 C04-81104 I-94 HONEY CREEK 0.1 M EAST OF ZEEB ROAD 1 = 22' Main 119 NA 9 - 96.13' HS 25 2000 10933 C05-81104 I-94 HONEY CREEK 0.5 MILES E OF ZEEB ROAD 1 = 17' Main 119 NA 4- OTHER 1961 10934 R01-81104 I-94 EB CONRAIL 2.3 MI E OF JACKSON COL 3 = 154' Main 332 LATEX CONC 2 - 42' HS 20+Mod 1960 10935 S01-81104 NOTTEN RD I-94 0.4 MI E OF JACKSON COL 4 = 213' Main 532 MONO CONC 2 - 25.92' H 15 1960 I-94 1.9 MI E OF JACKSON COL 4 = 237' HS 20 1960 PIERCE RD 3.3 MI E OF JACKSON COL 3 = 119' HS 20 1960 PIERCE RD 3.3 MI E OF JACKSON COL 3 = 119' HS 20 1960 I-94 1.5 MI S OF CHELSEA 4 = 234' HS 20 1960 I-94 1.0 MI E OF M-52 4 = 209' H 15 1960 I-94 2.6 MI E OF M-52 4 = 236' HS 20 1960 DANCER RD 4.5 MI E OF M-52 3 = 112' HS 20 1961 DANCER RD 4.5 MI E OF M-52 3 = 112' HS 20 1961 10936 10937 10938 10939 10940 10941 10942 10943 S02-81104 S03-81104-3 S03-81104-4 S04-81104 S05-81104 S06-81104 S07-81104-3 S07-81104-4 KALMBACH RD I-94 EB I-94 WB M-52 FREER RD OLD US-12 I-94 EB I-94 WB 4 - 67.6' L Main 332 LATEX CONC 2 - 28.54' 4 - 76.1' L Main 332 LATEX CONC LATEX CONC LATEX CONC MONO CONC LATEX CONC LATEX CONC LATEX CONC 14' - 9'' R 16' - 4'' L 67.3' R 16' - 0'' R 16' - 3'' L 67.3' R 16' - 0'' R 16' - 7'' L 67.3' R 15' - 11'' R 37.7' R 14' - 10'' R 37.7' R 14' - 10'' R 2 - 41.99' 2- - 62 - 37.7' R 2 - 41.99' 2- Main 532 14' - 6'' R 2 - 29.2' 4 - 67.3' L Main 532 37.7' R 2 - 28.54' 4 - 67.3' L Main 332 16' - 2'' R 4 - 56.76' 6 - 67.9' L Main 532 16' - 2'' L 75.8' R 2 - 41.99' 2- Main 332 15' - 8'' R 2 - 41.99' 2- Main 332 16' - 1'' L 67.3' R ********************************************************************************************************************************************************************************************************************************************************* STRUCTURE FEATURE INTERSECTED NO. SPANS = STR WEARING LNS ON - RD WIDTH VERT DESIGN YR BUILT ID AND LOCATION TOT. LENGTH TYPE SURFACE LNS UN - HORIZ CLR CLEAR LOAD / RECON STR NUM FACILITY CARRIED ********************************************************************************************************************************************************************************************************************************************************* Washtenaw ************** 10944 10945 10946 10947 10948 10949 10950 10951 10952 10953 10954 10955 10956 10957 10958 10959 10960 S08-81104 S09-81104 S10-81104 S11-81104 S12-81104 S13-81104 X01-81104 S01-81105 S02-81105 S03-81105 S04-81105 S05-81105 S06-81105 S07-81105 S08-81105 S09-81105 C03-81121 PARKER RD BAKER RD ZEEB RD M-14 EB WAGNER RD I-94 4.9 MI W OF M-14 4 = 250' I-94 3.9 MI W OF M-14 4 = 289' I-94 1.5 MI W OF M-14 4 = 313' I-94 WB 2.0 MI NW OF ANN ARBOR 3 = 166' I-94 0.5 MI E OF M-14 4 = 173' JACKSON AV WB,94BR I-94 RAMP 0.5 MI W OF I-94 BL CONRAIL WAGNER RD M-14 EB DEXTER RD MILLER RD NEWPORT RD M-14 EB M-14 M-14 WB M-14 WB M-153 Main 532 LATEX CONC 2 - 29.2' 4 - 67.3' L Main 505 INTEG CONC 5 - 80' 8 - 77.4' L Main 505 MONO CONC LATEX CONC Main 532 LATEX CONC 4 - 45.3' L 3 = 119' I-94 WB 2.3 MI E OF JACKSON COL 1 = 60' M-14 0.4 MI NE OF I-94 4 = 254' MAPLE RD 1.6 MI NE OF I-94 3 = 141' M-14 0.6 MI NE OF I-94 4 = 256' M-14 1.3 MI NE OF I-94 4 = 229' M-14 IN ANN ARBOR 4 = 213' BEECHWOOD DRIVE IN ANN ARBOR 3 = 112' US-23 BR HURON RIVER DR IN ANN ARBOR 4 = 209' MAPLE RD IN ANN ARBOR 3 = 141' BEECHWOOD DRIVE IN ANN ARBOR 3 = 115' FURLONG DRAIN 200 FT E OF GOTFREDSON RD 1 = 10' Main 332 Main 303 LATEX CONC LATEX CONC Main 532 LATEX CONC LATEX CONC Main 332 LATEX CONC 1- 29.9' R 14' - 7'' R 2- 47.2' R 16' - 1'' R LATEX CONC - 63 - NA 16' - 6'' L 68.6' R 16' - 1'' L 78.4' R 2006 HS 25 2002 HS 20 1966 H 20 1960 HS 20 1960 Railroad 1936 H 20 1966 2000 HS 20 1966 H 20 1966 2000 H 20 1966 H 15 1966 HS 20 1966 HS 25 2000 HS 20 1966 HS 20 1966 OTHER 1900 16' - 1'' R 16' - 3'' L 68.2' R 16' - 3'' R 37.7' R 14' - 4'' R 37.7' R 14' - 9'' R 59.7' R 17' - 3'' R 37.7' R 15' - 10'' R 4 - 75.46' 2 - 40.03' 2 - 40.03' 2- HS 20 16' - 4'' R 2 - 40.03' 2Main 119 14' - 2'' R 2 - 25.92' 2LATEX CONC 59.7' R 2 - 27.89' 4 - 39.7' L LATEX CONC 16' - 7'' R 2 - 29.86' 2MONO CONC 73.2' R 2 - 40.03' 4 - 68.6' L MONO CONC 16' - 6'' L 2 - 25.92' 4 - 68.2' L Main 532 17' - 2'' L 2 - 31.5' 4 - 78.4' L Main 532 15' - 11'' R 16' - 0'' R 4 - 73.2' L Main 432 Appr 332 Main 506 44' R 45.3' R 2- Main 532 16' - 11'' R NA Main 432 Appr 302 Main 532 17' - 4'' L 92.5' R 2 - 29.2' 1961 17' - 0'' R 2 - 40.03' 2- H 20 19' - 1'' R 16' - 7'' L 77.4' R 4 - 76.44' 5 - 92.5' L Main 332 16' - 0'' L 67.3' R