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M D O T
MDOT REPORT NO. 44 GRAND REGION STATE HIGHWAY BRIDGES, CULVERTS AND GRADE SEPARATIONS CONSTRUCTION AND TECHNOLOGY DIVISION MAY 20, 2010 MICHIGAN DEPARTMENT OF TRANSPORTATION MDOT REPORT NUMBER 44 GRAND 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 ********************************************************************************************************************************************************************************************************************************************************* Ionia ************** 3966 B01-34021 M-50 DUCK CREEK 3.5 MI E OF KENT CO 1 = 39' Main 119 INTEG CONC 2 - 38.06' HS 25 2002 3967 B02-34021 M-50 TUPPER RIVER .5 MI NW OF BARRY COL 1 = 44' Main 104 NA 2 - 45.93' H 15 1934 3968 C01-34021 M-50 MESSER BROOK 0.4 MI W OF JACKSON RD 1 = 10' Main 119 NA 2 - 32.15' HS 20+Mod 1984 3969 C01-34031 M-66 TUPPER CREEK 0.3 MI S OF BIRPLEY RD 1 = 16' Main 119 NA 4- HS 20+Mod 1900 3970 B01-34032 M-66 GRAND RIVER IN IONIA 5 = 375' Main 352 LATEX CONC 4 - 46' HS 20 1948 3971 C01-34033 M-66 NO NAME 0.4 MI N OF HUBBEL RD 1 = 10' Main 119 NA 2- HS 20+Mod 1900 3972 C01-34043 I-96 LAKE CREEK 0.6 MI E MORRISON LAKE RD 2 = 16' Main 119 NA 4- HS 20+Mod 1958 3973 C02-34043 I-96 PEACOCK CREEK 0.6 MI W OF M-66 2 = 16' Main 119 NA 4- HS 20+Mod 1958 3974 S01-34043 HASTINGS RD I-96 1.0 MI E OF KENT CO LINE 4 = 240' Main 204 EPOXY OVLY H 15 1958 I-96 3.5 MI E OF KENT CO LINE 4 = 240' H 15 1959 I-96 5 MI E OF KENT CO LINE 4 = 240' H 15 1958 I-96 3.0 MI W OF M 66 4 = 240' H 15 1958 GRAND RIVER & MARKET RD 0.2 MI W OF PORTLAND 4 = 414' HS 20 1959 GRAND RIVER & MARKET RD .2 MI W OF PORTLAND 4 = 414' HS 20 1959 3975 3976 3977 3978 3979 S02-34043 S03-34043 S04-34043 B01-34044-3 B01-34044-4 NASH HWY MORRISON LAKE RD JORDAN LAKE RD I-96 EB I-96 WB 2 - 26' 4 - 67.6' L Main 204 LATEX CONC 2 - 29.2' 4 - 67.6' L Main 204 MONO CONC LATEX CONC Main 403 LATEX CONC LATEX CONC 15' - 2'' R 15' - 8'' L 67.6' R 15' - 7'' R 35.8' R 17' - 10'' R 35.8' R 17' - 10'' R 2 - 35.43' 2- Main 403 15' - 8'' R 15' - 4'' L 67.9' R 2 - 29.3' 4 - 67.6' L 15' - 4'' R 16' - 10'' L 67.6' R 2 - 25.92' 4 - 67.3' L Main 204 15' - 3'' L 67.6' R 2 - 35.43' 2- 3980 C01-34044 I-96 LIBHART CREEK @ MILE POST 68.4 2 = 20' Main 119 NA 4- HS 20+Mod 1958 3981 C02-34044 I-96 BR LIBHART CREEK @ MILE POST 70.1 1 = 12' Main 119 NA 4- HS 20+Mod 1958 3982 C03-34044 I-96 CARBAUGH DRAIN 1.0 MI W PORTLAND RD EXIT 1 = 12' Main 119 NA 4- HS 20+Mod 1958 -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 ********************************************************************************************************************************************************************************************************************************************************* Ionia ************** 3983 R01-34044-3 I-96 EB CSX RR (ABN) 1.0 MI SE OF PORTLAND 3 = 175' Main 505 INTEG CONC 3 - 52.82' HS 20 1958 3984 R01-34044-4 I-96 WB CSX RR (ABN) 1.0 MI SE OF PORTLAND 3 = 175' Main 505 INTEG CONC 3 - 53.48' HS 20 1958 3985 S01-34044-1 M-66 NB I-96 @ M-66 4 = 270' Main 204 MONO CONC 2 - 36.4' HS 20 1959 I-96 @ M-66 4 = 270' HS 20 1959 I-96 4.0 MI E OF M-66 4 = 240' H 15 1959 PORTLAND RD 6.0 MI E OF M-66 3 = 142' HS 20 1958 PORTLAND RD 6.0 MI E OF M-66 3 = 142' HS 20 1958 I-96 6.4 MI E OF M-66 4 = 278' H 15 1958 I-96 0.3 MI W OF PORTLAND 4 = 251' H 15 1959 KENT RD S LTS OF PORTLAND 3 = 145' HS 20 1959 KENT RD S LTS OF PORTLAND 3 = 147' HS 20 1959 OKEMOS RD S LTS OF PORTLAND 3 = 116' HS 20 1959 OKEMOS RD S LTS OF PORTLAND 3 = 116' HS 20 1959 CHARLOTTE HWY S LTS OF PORTLAND 3 = 109' HS 20 1959 CHARLOTTE HWY S LTS OF PORTLAND 3 = 109' HS 20 1959 GRAND RIVER AVE E LTS OF PORTLAND 3 = 151' HS 20 1959 GRAND RIVER AVE E LTS OF PORTLAND 3 = 151' 3986 3987 3988 3989 3990 3991 3992 3993 3994 3995 3996 3997 3998 3999 S01-34044-2 S02-34044 S03-34044-3 S03-34044-4 S04-34044 S05-34044 S06-34044-3 S06-34044-4 S07-34044-3 S07-34044-4 S08-34044-3 S08-34044-4 S09-34044-3 S09-34044-4 M-66 SB SUNFIELD RD I-96 EB I-96 WB KEEFER RD KNOX RD I-96 EB I-96 WB I-96 EB I-96 WB I-96 EB I-96 WB I-96 EB I-96 WB 5Main 204 MONO CONC 2 - 36.4' 5 - 77.4' L Main 204 EPOXY OVLY LATEX CONC LATEX CONC EPOXY OVLY EPOXY OVLY LATEX CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC 14' - 11'' R 40.7' R 15' - 0'' R 40.7' R 13' - 9'' R 14' - 11'' L 18' - 8'' L 40.4' R 15' - 2'' R 37.7' R 15' - 7'' R 28.5' R 14' - 1'' R 38.7' R 14' - 6'' R 49.2' R 14' - 8'' R 49.2' R 15' - 1'' R 2 - 42' 3- -2- 63' R 15' - 3'' L 3 - 52' 3- Main 332 15' - 0'' R 3 - 53.48' 2- Main 332 68.2' R 2 - 43.31' 2- Main 204 14' - 8'' R 2 - 43.31' 2- Main 204 40.7' R 2 - 43.31' 2- Main 204 14' - 2'' R 2 - 43.31' 2- Main 204 41.3' R 14' - 5'' L 2 - 43.31' 2- Main 204 15' - 2'' R 2 - 30' 4 - 63' L Main 204 67.6' R 2 - 30.3' 4 - 67.9' L Main 204 15' - 3'' R 2 - 43.31' 2- Main 204 16' - 6'' L 2 - 43.31' 2- Main 204 16' - 2'' R 77.4' R 2 - 26' 4 - 67.6' L Main 204 17' - 5'' L 77.4' R 1984 HS 20 1959 1984 ********************************************************************************************************************************************************************************************************************************************************* 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 ********************************************************************************************************************************************************************************************************************************************************* Ionia ************** 4000 4001 S10-34044 S11-34044 CUTLER RD PEAKE RD I-96 2.9 MI NW OF CLINTON COL 4 = 353' I-96 1.4 MI NW OF CLINTON COL 4 = 299' Main 204 LATEX CONC 2 - 25.92' 4 - 67.6' L Main 204 LATEX CONC 15' - 11'' L 67.6' R 2 - 25.92' 4 - 71.2' L 16' - 2'' L 70.2' R H 15 1957 H 15 1958 15' - 7'' R 18' - 7'' R 4002 B01-34061 M-21 TOLES CREEK 2.6 MI E OF KENT CO LINE 2 = 26' Main 219 BITUMINOUS 2 - 35.1' H 15 1929 4003 B02-34061 M-21 RED CREEK 6.3 MI E OF KENT CO LINE 2 = 32' Main 219 NA 2- H 15 1929 4004 B03-34061 M-21 BELLANY CREEK 2.3 MI W OF IONIA 2 = 31' Main 119 BITUMINOUS 2 - 36.09' H 15 1930 4005 C01-34061 M-21 NO NAME 0.1 MI W WHITE BRIDGE RD 1 = 12' Main 119 NA 2- HS 20+Mod 1900 4006 C02-34061 M-21 NO NAME 1.8 MI E OF KENT COL 1 = 10' Main 119 NA 2- HS 20+Mod 1900 4007 C04-34061 M-21 NO NAME 0.6 MI W OF TURKEY TRAIL 1 = 14' Main 119 NA 2- HS 20+Mod 1900 4008 C05-34061 M-21 TIMBERLINE CREEK 0.7 MI W OF TURKEY TRAIL 2 = 18' Main 119 NA 2- HS 20+Mod 1900 4009 B01-34062 M-21 PRAIRIE CREEK 2.6 MI E OF M-66 1 = 50' Main 302 BITUMINOUS 2 - 40.03' H 15 1929 4010 B02-34062 M-21 SPIRES CREEK 0.3 MI W OF MUIR 2 = 24' Main 219 BITUMINOUS 2 - 36.09' H 15 1932 4011 B03-34062 M-21 MAPLE RIVER 1.0 MI E OF MUIR 4 = 220' Main 302 LATEX CONC 2 - 40.03' H 15 1929 STONEY CREEK 1.5 MI E OF MUIR 2 = 100' Main 302 LATEX CONC M-21 1.0 MI W OF PEWAMO 1 = 90' Main 303 NA MID MICH RR IN BELDING 4 = 414' 4012 B04-34062 M-21 4013 X01-34062 GTW RR 4014 R01-34081 M-44 , M-91 (ABN) 2005 2 - 40' 2Main 403 MONO CONC 2 - 27.89' 62' R H 15 1929 Railroad 1932 HS 25 1950 14' - 5'' R 1998 -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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 4706 B02-41013 M-44 GRAND RIVER 4.9 MI SW OF ROCKFORD 6 = 410' 7 = 610' Main 382 LATEX CONC 4 - 52.17' Main 382 MONO CONC 4 - 70' 4707 B01-41014 US-131 BR 4708 S01-41014 MICHIGAN ST US-131 BR IN GRAND RAPIDS 1 = 85' THORNAPPLE RIVER 3.2 MI E OF M-11 4 = 440' 4 = 440' B01-41024-3 I-96 EB B01-41024-4 I-96 WB THORNAPPLE RIVER 3.2 MI E OF M-11 13210 B02-41024 I-96 RAMPS WETLANDS WILDLIFE PATH CASCADE TWP 4711 C01-41024 I-96 EB 4712 C02-41024 13538 4710 4715 4716 4717 4718 4719 4720 4721 4722 LATEX CONC HS 20 4 - 48' 1929 2006 GRAND RIVER IN GRAND RAPIDS (LEONARD 4709 Main 382 4Main 382 MONO CONC 69.2' R HS 25 1979 H 20 2007 HS 25 1961 14' - 10'' R 2 - 29.86' 2001 Main 382 LATEX CONC 2 - 29.86' HS 20+Mod 1961 22' Main 119 NA 2 - 66.93' HS 25 2005 SCHUMAN CREEK @ MILE POST 44.1 1 = 12' Main 119 NA 2- HS 20+Mod 1960 I-96 WB SCHUMAN CREEK @ MILE POST 44.2 1 = 12' Main 119 NA 2- HS 20+Mod 1960 C03-41024 I-96 UNNAMED CREEK 0.4 MI E THORNAPPLE RIVER 14' Main 119 BITUMINOUS 4- OTHER 1961 S01-41024-3 I-96EB M-11 @ M-11 4 = 265' Main 332 LATEX CONC 2 - 31.82' HS 20 1961 M-11 @ M-11 4 = 265' I-96 0.6 MI E OF M-11 4 = 214' THORNAPPLE RIV DRV I-96 2.0 MI E OF M-11 4 = 299' I-96 4.7 MI E OF M-11 4 = 276' I-96 1.9 MI W OF M-50 & M-91 4 = 227' I-96 @ M-50 4 = 227' I-96 1.7 MI W OF IONIA COL 4 = 229' S01-41024-4 S02-41024 S03-41024 S04-41024 S05-41024 S06-41024 S07-41024 I-96WB KRAFT AVE WHITNEYVILLE AVE MORSE LAKE AVE M-50 SEGWUN RD 6 - 50.2' L Main 332 LATEX CONC 2 - 31.82' 6 - 50.2' L Main 505 MONO CONC LATEX CONC Main 352 MONO CONC 2 - 29.2' 4 - 67.6' L Main 204 MONO CONC 2 - 29.2' 4 - 67.6' L Main 204 LATEX CONC 2 - 33.14' 4 - 67.6' L Main 204 MONO CONC 2 - 29.2' 4 - 67.6' L -4- H 20 15' - 4'' R 1961 1980 H 20 1959 1980 H 20 1959 1980 HS 20 15' - 2'' R 15' - 3'' L 67.3' R 1961 1996 15' - 3'' R 15' - 1'' L 67.3' R HS 20 14' - 10'' R 15' - 2'' L 67.6' R 1961 1980 17' - 2'' R 15' - 9'' L 67.3' R HS 20 16' - 5'' R 16' - 2'' L 67.3' R 1980 14' - 8'' R 19' - 0'' L 67.9' R 2 - 28.8' 4 - 67.3' L 16' - 6'' R 15' - 4'' L 47.2' R 4 - 57.74' 4 - 68.2' L Main 382 17' - 2'' L 47.2' R 1959 1980 H 20 1959 1980 ********************************************************************************************************************************************************************************************************************************************************* 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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 13172 13173 13174 13175 13395 4723 4724 S08-41024 S09-41024 S10-41024 S11-41024 I-96 WB I-96 WB NB CONN TO I-96 WB I-96 EB RAMP A CASCADE TWP 284' RAMP B CASCADE TWP 257' I-96 WB TO 36TH SB CONN CASCADE TWP 150' RAMP A & RAMP B CASCADE TWP 177' 22' 2 - 43.96' Main 382 MONO CONC Main 382 MONO CONC MONO CONC B01-41025-3 I-96 EB GRAND RIVER IN GRAND RAPIDS 6 = 769' GRAND RIVER IN GRAND RAPIDS 6 = 769' 27' R 20' - 0'' R 27' R 18' - 3'' R 2 - 43.96' 1 - 21' L RAILS TO TRAILS 3 MI E OF M-50 18' - 7'' R 2 - 46.59' 1- Main 382 42' R 2 - 43.96' 1- I-96 I-96 WB MONO CONC 2- V01-41024 B01-41025-4 Main 382 19' - 4'' L 33' R HS 25 2005 HS 25 2005 HS 25 2005 HS 25 2005 16' - 8'' R Main 119 NA 4- Pedestrian 2008 Main 382 LATEX CONC 2 - 33' HS 20+Mod 1962 1978 Main 382 LATEX CONC 2 - 33' HS 20+Mod 1962 1978 4725 C01-41025 I-96 PLASTER CREEK @ BURTON ST 1 = 12' Main 119 NA 4- HS 20+Mod 1961 4726 R01-41025-3 I-96, M-21 EB GTW RR 0.3 MI E OF M-44 3 = 215' Main 482 MONO CONC 4 - 72' HS 25 1961 I-96, M-21 WB GTW RR 0.3 MI E OF M-44 3 = 215' MONROE AVE IN GRAND RAPIDS 3 = 143' MONROE AVE IN GRAND RAPIDS 3 = 143' COIT AVE IN GRAND RAPIDS 3 = 150' COIT AVE IN GRAND RAPIDS 3 = 150' I-96 IN GRAND RAPIDS 4 = 254' I-96 IN GRAND RAPIDS 4 = 272' I-96 2.8 MI E & S OF US-131 4 = 272' 4727 4728 4729 4730 4731 4732 4733 4734 R01-41025-4 S01-41025-3 S01-41025-4 S02-41025-3 S02-41025-4 S03-41025 S04-41025 S05-41025 I-96 EB I-96 WB I-96 EB I-96 WB CHENEY AVE M-44 CONN DEAN LAKE AVE 2006 Main 432 MONO CONC 4 - 72' HS 25 1961 2006 Main 332 LATEX CONC 2 - 43.96' 2- Main 332 LATEX CONC LATEX CONC LATEX CONC LATEX CONC MONO CONC LATEX CONC 60.7' R 14' - 7'' R 16' - 2'' L 67.3' R 1962 HS 20+Mod 1962 HS 20+Mod 1962 HS 20+Mod 1962 H 20 1960 HS 25 1961 17' - 3'' R 15' - 4'' L 67.3' R HS 20+Mod 16' - 2'' R 17' - 4'' L 83' R 2 - 30.18' 4 - 66.9' L -5- 17' - 5'' R 4 - 62.99' 6 - 81.7' L Main 332 60.4' R 2 - 25.92' 4 - 67.3' L Main 382 16' - 8'' R 2 - 43.96' 2- Main 332 59.7' R 2 - 43.96' 2- Main 332 16' - 6'' R 2 - 43.96' 2- Main 332 59.7' R 1999 H 20 1961 ********************************************************************************************************************************************************************************************************************************************************* 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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 4735 4736 4737 4738 4739 4740 4741 4742 4743 4744 4745 S06-41025 S07-41025 S08-41025 S09-41025 S10-41025 S11-41025 S12-41025 S13-41025 S14-41025 S15-41025 S16-41025 3 MI RD KNAPP STREET LEONARD ST I-196 WB & M-21 M-44 (E BELT LINE) M-21 WB M-21 WB M-21 EB CASCADE RD FOREST HILL AVENUE BURTON STREET I-96 3.0 MI E & S OF US-131 4 = 392' I-96 4.1 MI E & S OF US-131 4 = 211' I-96 IN GRAND RAPIDS 4 = 247' I-96 EB IN GRAND RAPIDS 3 = 203' I-96 IN GRAND RAPIDS 4 = 315' I-96 EB RAMP 0.2 MI E OF GRAND RAPIDS 3 = 219' I-96 & M-21 0.3 MI E OF GRAND RAPIDS 4 = 311' I-96 & M-21 0.4 MI E OF GRAND RAPIDS 4 = 350' I-96 1.0 MI S OF M-21 4 = 282' I-96 IN KENTWOOD 4 = 295' I-96 0.6 MI W OF M-11 4 = 291' Main 382 LATEX CONC 2 - 30.18' 4 - 68.6' L Main 532 MONO CONC 2 - 28.8' 4 - 67.6' L Main 332 LATEX CONC BITUMINOUS Main 382 LATEX CONC 8 - 88.6' L Main 332 MONO CONC LATEX CONC MONO CONC MONO CONC MONO CONC MONO CONC 16' - 4'' R 51.5' R 14' - 4'' R 16' - 4'' L 67.3' R 2 - 25.92' 4 - 66.6' L 1961 1976 HS 20+Mod 1963 HS 20+Mod 1961 HS 20+Mod 1961 HS 20+Mod 1961 HS 20+Mod 1961 HS 20 1961 H 20 1961 H 20 1961 16' - 11'' R 16' - 2'' L 67.9' R H 20 16' - 2'' R 16' - 3'' L 67.6' R 1961 16' - 4'' R 16' - 2'' L 66.9' R HS 20 17' - 4'' R 17' - 2'' L 66.3' R 2 - 30.51' 4 - 67.6' L Main 382 16' - 2'' L 90.9' R 6 - 86.61' 4 - 66.9' L Main 382 16' - 5'' R 3 - 41.99' 4 - 66.9' L Main 332 55.8' R 2 - 29.86' 4 - 66.9' L Main 382 16' - 1'' R 2 - 29.86' 2- Main 382 16' - 8'' L 67.3' R 4 - 71.19' 1961 16' - 2'' R 2 - 40.35' 2- H 20 1981 16' - 5'' L 67.6' R 4 - 51.84' 5 - 76.8' L Main 382 16' - 9'' L 67.9' R 16' - 5'' R 1980 4746 B01-41026 I-96 EB SAND CREEK IN WALKER 1 = 35' Main 104 NA 2 - 41.99' HS 20+Mod 1960 4747 B02-41026 I-96 WB SAND CREEK IN WALKER 1 = 35' Main 104 LATEX CONC 2 - 42.98' HS 20+Mod 1960 4748 B03-41026 I-96 INDIAN CREEK IN WALKER 1 = 35' Main 104 NA 6 - 174' HS 20+Mod 1961 4749 R01-3-41026 I-96 EB COOPERSVILLE & MARNE RR IN WALKER 3 = 174' Main 332 Appr 000 LATEX CONC 2 - 45' HS 20+Mod 1961 4750 R01-41026-4 I-96 WB COOPERSVILLE & MARNE RR IN WALKER 3 = 174' Main 332 LATEX CONC 2 - 45' HS 20+Mod 1961 4751 R02-41026 I-96EB CONN I-296S W RIVER DRV, CSX & PC RR IN WALKER 6 = 421' Main 332 Appr 000 INTEG CONC HS 20+Mod 1962 -6- 2 - 31.82' 2- 59.7' R 24' - 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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 4752 4753 4754 4755 4756 4757 4758 4759 4760 4761 4762 4763 4764 4765 4766 4767 4768 R03-41026 R04-41026-3 R04-41026-4 S01-41026 S02-41026 S03-41026-3 S03-41026-4 S04-41026 S05-41026 S06-41026 S07-41026-3 S07-41026-4 B01-41027-4 B01-41027-5 B01-41027-6 B01-41027-7 B01-41027-8 I-296 CONN TO WB96 I-96 EB I-96 WB FRUIT RIDGE RD WALKER AVE I-96 EB I-96 WB M-37 M-37 WB I-296 CONN I-96 EB I-96 WB I-196 WB I-196 WB TO I-296N I-196 WB FR US-131 I-196 WB TO I-296S W I-296 TO I-196 US-131 SB, CR & CSX RR 0.9 MI E OF M-37 INTRCHG 7 = 493' CSX, CR RR & W RIVER DRV IN WALKER 6 = 544' CSX, CR RR & W RIVER DRV IN WALKER 6 = 544' I-96 IN WALKER 6 = 370' I-96 IN WALKER 2 = 184' BRISTOL RD IN WALKER 3 = 113' BRISTOL RD IN WALKER 3 = 113' I-96 EB IN WALKER 3 = 144' I-96 WB IN WALKER 3 = 143' I-96 EB IN WALKER 3 = 252' US-131 IN WALKER 4 = 315' US-131 IN WALKER 4 = 308' GRAND R,I-296,SCRIB&TURN IN GRAND RAPIDS 26 = 2278' SCRIBNER AVE IN GRAND RAPIDS 7 = 372' I-196 EB IN GRAND RAPIDS 11 = 650' I-196 EB IN GRAND RAPIDS 8 = 445' BROADWAY&TURNER IN GRAND RAPIDS 13 = 780' Main 332 LATEX CONC 6 - 62.3' L Main 382 Appr 000 LATEX CONC Main 382 Appr 000 LATEX CONC Main 332 Appr 000 LATEX CONC Main 506 Appr 000 INTEG CONC Main 332 Appr 000 LATEX CONC Main 332 LATEX CONC LATEX CONC LATEX CONC Main 382 Appr 000 LATEX CONC Main 452 LATEX CONC Main 332 LATEX CONC MONO CONC LATEX CONC 37.4' R 15' - 5'' R 64' R 16' - 6'' R 63' R 15' - 10'' R HS 20+Mod 1962 HS 20+Mod 1962 HS 20 1961 HS 20+Mod 2006 HS 20+Mod 1961 HS 20+Mod 1961 HS 20+Mod 1961 54.8' R 16' - 8'' R 1988 HS 20+Mod 18' - 0'' L 78.1' R 19' - 0'' L 79.4' R 19' - 2'' L 15' - 3'' R 58.7' R 14' - 8'' R 69.9' R 19' - 11'' R 57.7' R 20' - 0'' R 1 - 22.31' 1 - 21.33' 25' - 0'' L 41' R 1988 HS 20+Mod 1962 HS 20+Mod 1962 HS 20+Mod 1962 HS 20+Mod 1964 HS 20+Mod 1964 HS 20+Mod 1964 HS 20+Mod 1964 HS 20+Mod 1964 17' - 2'' R 79.7' R 1 - 21.98' 1961 16' - 2'' R 2 - 21.33' 2 - 63' L -7- 14' - 9'' R 2 - 43.96' 2Main 332 37.4' R 3 - 45.93' 2Main 332 16' - 5'' L 3 - 45.93' 2- 1988 78.1' R 3 - 46.92' 6 - 77.4' L 1962 16' - 6'' R 5 - 97.77' 6 - 75.1' L LATEX CONC 16' - 11'' L 71.2' R 7 - 97.77' 2Main 332 18' - 2'' R 2 - 43.31' 2Main 382 Appr 000 59.7' R 2 - 43.31' 2- 3Main 382 19' - 10'' R 2 - 77.7' 4 - 79.7' L LATEX CONC 59.7' R 2 - 30.18' 5 - 54.5' L 3Main 332 17' - 1'' R 2 - 34.12' 2- LATEX CONC 59.7' R 2 - 34.12' 2- 2Main 332 HS 20+Mod 2 - 31.82' 25' - 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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 4769 B02-41027 I-196 EB, M-21 GRAND RIVER IN GRAND RAPIDS 7 = 606' Main 402 Appr 332 LATEX CONC 4 - 53' HS 20+Mod 1964 4770 C01-41027 I-196 COLDBROOK DRAIN 233' E OF GTW RR 2 = 12' Main 119 NA 4- HS 20+Mod 1964 4771 R01-41027-3 I-196 EB, M-21 EB GTW RR IN GRAND RAPIDS 3 = 246' Main 482 MONO CONC 3 - 73.2' HS 20+Mod 1964 GTW RR IN GRAND RAPIDS 3 = 246' 1 = 44' 4772 R01-41027-4 I-196 WB M-21 WB 4773 R02-41027 I-196 & RAMP G GTW RR (ABN) IN GRAND RAPIDS 4774 S01-41027 I-196 EB 4775 4776 4777 4778 4779 4780 4781 4782 4783 4784 4785 S02-41027 S03-41027 S04-41027 S05-41027 S06-41027 S07-41027 S08-41027 S09-41027-3 S09-41027-4 S10-41027 S12-41027-3 I-296 EB (US-131N) I-296 WB (US-131S) I-296 WB (US-131S) I-296 SB (US-131S) I-296 NB (US-131N) SCRIBNER AVE I-196 EB M-21 I-196 M-21 EB I-196 M-21 WB I-196 WB RAMP I-196 M-21 EB 2006 Main 482 MONO CONC 3 - 77.7' HS 20+Mod 1964 2006 Main 532 NA 7 - 121.06' BROADWAY AVE & TURNER AV 4 = 177' IN GRAND RAPIDS Main 532 MONO CONC 2 - 65.94' I-196 EB, M-21 IN GRAND RAPIDS (I-196 WB 3 = 132' Main 532 I-196 EB, M-21 IN GRAND RAPIDS 3 = 124' I-196 WB TO I-196,296 NB IN GRAND RAPIDS (I-196 NB 4 = 370' 6TH AVE IN GRAND RAPIDS (6TH ST) 3 = 143' 6TH AVE IN GRAND RAPIDS (6TH ST) 3 = 139' I-196 EB IN GRAND RAPIDS (I-196EB) 3 = 168' MONROE IN GRAND RAPIDS 3 = 179' OTTAWA AVE & RAMP A IN GRAND RAPIDS 3 = 191' OTTAWA AVE & RAMP A IN GRAND RAPIDS 3 = 194' OTTAWA AVE & RAMP A IN GRAND RAPIDS 3 = 160' US-131BR & IONIA IN GRAND RAPIDS 4 = 230' 6 - 42.3' L MONO CONC MONO CONC LATEX CONC Main 532 MONO CONC MONO CONC LATEX CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC 64' R 14' - 7'' R 77.8' R 14' - 8'' R 64' R 18' - 5'' R 42.7' R 20' - 0'' R 42.7' R 25' - 0'' R 1964 HS 20+Mod 1964 2002 HS 20+Mod 1963 HS 20+Mod 1963 HS 20+Mod 1963 HS 20+Mod 1963 HS 20+Mod 1963 HS 20+Mod 1964 2008 HS 20+Mod HS 20+Mod 1963 2005 20' - 0'' L 68.9' R 1963 2006 43' R 4 - 70' 1963 2005 HS 20+Mod 14' - 7'' L 1964 2004 HS 20+Mod 1 - 27.89' 8 - 66.3' L -8- 15' - 9'' R 2 - 58' 4 - 28.5' L Main 482 59.7' R 3 - 58' 3 - 28.5' L Main 332 14' - 11'' R 4 - 55.12' 3 - 28.5' L Main 482 51.5' R 2 - 40.03' 5Main 482 17' - 3'' R 5 - 66.93' 4Main 332 47.2' R 5 - 66.93' 5Main 382 17' - 2'' R 4 - 78.08' 3- 5Main 532 47.2' R 2 - 51.84' 2- Main 382 Appr 000 14' - 4'' R 4 - 57.41' 2- Main 532 14' - 9'' L 53.1' R HS 20+Mod 19' - 11'' R HS 25 1964 2006 ********************************************************************************************************************************************************************************************************************************************************* 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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 4786 4787 4788 4789 4790 4791 4792 4793 4794 4795 4796 4797 4798 S12-41027-4 S13-41027 S16-41027 S17-41027-3 S17-41027-4 S18-41027 S19-41027 S20-41027 S21-41027 S24-41027 S25-41027-3 S25-41027-4 S26-41027 I-196 M-21 WB I-196 OFF RMP COIT AVE I-196 M-21 EB I-196 M-21 WB COLLEGE AVE EASTERN AVE DIAMOND AVE FULLER AVE MARYLAND AVE I-196 M-21 EB I-196 M-21 WB I-196 WB OFF RAMP US-131BR & IONIA IN GRAND RAPIDS DIVISION 4 = 237' US-131BR & IONIA IN GRAND RAPIDS DIVISION 3 = 180' I-196 & M-21 IN GRAND RAPIDS 2 = 153' LAFAYETTE AVE IN GRAND RAPIDS LAFAYETTE 1 = 66' LAFAYETTE AVE IN GRAND RAPIDS LAFAYETTE 1 = 66' I-196 IN GRAND RAPIDS 2 = 133' I-196 & M-21 IN GRAND RAPIDS 2 = 154' I-196 & M-21 IN GRAND RAPIDS 2 = 159' I-196 & M-21 IN GRAND RAPIDS 4 = 189' I-196 & M-21 IN GRAND RAPIDS 4 = 230' PLYMOUTH RD IN GRAND RAPIDS 3 = 136' PLYMOUTH RD IN GRAND RAPIDS 3 = 136' DANLY MACHINE BLDG IN GRAND RAPIDS 2 = 113' Main 482 MONO CONC 2 - 58' 8 - 66.9' L Main 382 MONO CONC MONO CONC MONO CONC Main 506 MONO CONC MONO CONC MONO CONC Main 506 MONO CONC BITUMINOUS Main 532 MONO CONC MONO CONC MONO CONC 15' - 3'' R 15' - 11'' L 53.5' R 15' - 9'' L 56.4' R 2006 2004 H 15 2009 HS 20+Mod 2009 HS 20+Mod 2009 H 20 2008 H 20 2009 H 20 2010 H 20 1964 H 15 1963 HS 20+Mod 1963 HS 20+Mod 1963 HS 20+Mod 1964 16' - 1'' R 18' - 3'' L 57.4' R 1964 17' - 6'' R 19' - 3'' L 56.1' R 1964 18' - 9'' R 15' - 7'' R 14' - 10'' L 68.2' R 14' - 11'' R 64' R 14' - 10'' R 64' R 15' - 2'' R 2 - 40.35' 2 - 40.35' 2- Main 332 Appr 000 61' R 2 - 27.89' 2Main 532 15' - 3'' R 5 - 57' 4 - 57.4' L MONO CONC 61' R 4 - 37' 4 - 68.2' L Main 532 18' - 3'' R 2 - 37' 8 - 63' L Main 332 Appr 000 18' - 9'' L 72' R 6 - 70' 8 - 56.4' L HS 25 HS 20+Mod 3 - 72.6' 4 - 53.1' L Main 506 15' - 6'' R 4 - 72' 4- 4Main 506 68.9' R 3 - 28' 8 - 72' L Main 506 Appr 000 18' - 7'' R 1 - 27.56' 4 - 54.8' L Main 506 17' - 10'' L 69.6' R 1 - 22.97' 2004 4799 B01-41029 I-196 WB M-21 BUCK CR IN GRANDVILLE 1 = 125' Main 532 MONO CONC 4 - 70.5' HS 20+Mod 2007 4800 B02-41029 I-196 EB M-21 BUCK CREEK IN GRANDVILLE 1 = 120' Main 532 MONO CONC 3 - 58' HS 20+Mod 2007 13323 B02-41029-5 EB I-196 ON RAMP BUCK CREEK I-196, M-21 INTERCHANGE 135' Main 532 INTEG CONC 1 - 30' HS 25 2007 4801 B03-41029-3 I-196 M-21 EB MOUND RD & GRAND RIV IN GRAND RAPIDS Main 382 LATEX CONC 3 - 42.32' HS 20+Mod 1963 10 = 1004' 2- -9- 83' R 15' - 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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 4802 B03-41029-4 I-196 M-21 WB MOUND RD & GRAND RIV IN GRAND RAPIDS 13322 B04-41029 WB I-196 RMP&BLDWN RUSH CREEK I-196, M-21 INTERCHANGE 4803 R01-41029 I-196 EB M-21 10 = 976' Main 382 LATEX CONC 2 - 31.5' 2- 1 = 82' Main 506 MONO CONC 3 - 54' CSX RR & I-196 RMP IN GRANDVILLE 4 = 591' Main 482 MONO CONC 2 - 58' 1- 83' R 35' R HS 20+Mod 1963 HS 25 2007 HS 20 2007 15' - 0'' R 18' - 2'' R 4804 R02-41029 I-196 WB M-21 CSX RR IN GRANDVILLE 2 = 220' Main 482 MONO CONC 3 - 64.1' HS 25 2007 4805 R03-41029 I-196 RAMP M-21BR CSX RR IN WYOMING 4 = 218' Main 532 MONO CONC 2 - 42' HS 20+Mod 1965 4806 R04-41029-3 I-196, M-21 EB CONRAIL (NO TRACKS)(ABN) IN WYOMING 3 = 303' Main 382 MONO CONC 2 - 30.84' HS 20+Mod 1963 CONRAIL (NO TRACKS)(ABN) IN WYOMING 3 = 317' 4807 R04-41029-4 I-196, M-21 WB 1998 Main 382 LATEX CONC 2 - 31' HS 20+Mod 1963 1998 4808 R06-41029-3 I-196, M-21 EB CONRAIL (ABN) IN GRAND RAPIDS 3 = 178' Main 332 MONO CONC 2 - 40.03' HS 20+Mod 1964 4809 R06-41029-4 I-196, M-21 WB CONRAIL (ABN) IN GRAND RAPIDS 3 = 183' Main 332 MONO CONC 2 - 40.03' HS 20+Mod 1964 I-196, M-21 EB CSX RR IN GRAND RAPIDS 4 = 270' CSX RR IN GRAND RAPIDS 4 = 270' CHICAGO DRIVE IN GRANDVILLE 3 = 225' CHICAGO DRIVE IN GRANDVILLE 3 = 202' M-11 IN GRANDVILLE 3 = 157' M-11 IN GRANDVILLE (M-11 28TH 3 = 157' I-196 EB IN GRANDVILLE (I-196 EB) 3 = 291' I-196 EB IN WYOMING (I-196 EB) 3 = 160' 4810 4811 4812 4813 4814 4815 4816 4817 R08-41029-3 R08-41029-4 S01-41029 S02-41029 S03-41029 S04-41029 S05-41029 S06-41029 I-196, M-21 WB I-196 EB I-196 WB I-196 WB I-196 EB I-196 W RMP TO M11 RMP B M-21BR I-196 1998 Main 532 MONO CONC 3 - 68' HS 25 1964 2002 Main 532 MONO CONC 3 - 68' HS 25 1964 2002 Main 382 MONO CONC 3 - 45.28' 5- Main 382 MONO CONC LATEX CONC MONO CONC Main 382 MONO CONC - 10 - MONO CONC 20' - 0'' R 87.6' R 14' - 8'' R 87.6' R 15' - 4'' R 56.1' R 16' - 4'' R 55.8' R 15' - 11'' R 3 - 45.28' 41 - 21.98' 2- Main 332 Appr 000 98.4' R 2 - 40.35' 4- Main 382 Appr 000 16' - 0'' R 3 - 58.73' 5- Main 382 87.3' R 1 - 21' 2- HS 20+Mod 1965 HS 20+Mod 1972 HS 20+Mod 1965 HS 20+Mod 1965 HS 20+Mod 1965 HS 20+Mod 1965 ********************************************************************************************************************************************************************************************************************************************************* 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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 4818 4819 4820 4821 4822 4823 4824 4825 4826 4827 4828 4829 4830 4831 4832 4833 4834 S07-41029 S08-41029-3 S08-41029-4 S10-41029 S11-41029 S12-41029 S13-41029 S14-41029-3 S14-41029-4 S15-41029-3 S15-41029-4 S16-41029-3 S16-41029-4 S17-41029-3 S17-41029-4 S18-41029 S19-41029 I-196 RAMP A M-21 I-196, M-21 EB I-196, M-21 WB RAMP OVER WB I-196 M-45 LAKE MICH DRV I-196 EB I-196 EB I-196, M-21 EB I-196, M-21 WB I-196, M-21 EB I-196, M-21 WB I-196, M-21 EB I-196, M-21 WB I-196, M-21 EB I-196, M-21 WB I-196 EB M-21 I-196 WB M-21 M-21BR (CHICAGO DRIVE) IN WYOMING 3 = 143' BUTTERWORTH IN GRAND RAPIDS 3 = 208' BUTTERWORTH ST IN GRAND RAPIDS 3 = 212' I-196 WB IN GRAND RAPIDS 3 = 142' I-196 WB IN GRAND RAPIDS I-196 WB 3 = 158' M-45 IN GRAND RAPIDS (M-45) 3 = 209' M-45WB RAMP TO I-196WB IN GRAND RAPIDS RAMP D M- 3 = 165' BRIDGE ST IN GRAND RAPIDS 1 = 69' BRIDGE ST IN GRAND RAPIDS 1 = 69' VALLEY AVE & GARFIELD IN GRAND RAPIDS 4 = 217' VALLEY AVE & GARFIELD IN GRAND RAPIDS 4 = 214' LANE AVE IN GRAND RAPIDS 3 = 126' LANE AVE IN GRAND RAPIDS (LANE AV) 3 = 126' STOCKING AVE IN GRAND RAPIDS 3 = 169' STOCKING AVE IN GRAND RAPIDS 3 = 169' SERVICE RD NE LIMITS OF GRANDVILLE 1 = 32' SERVICE RD NE LIMITS OF GRANDVILLE 1 = 33' Main 532 Appr 000 MONO CONC Main 332 BITUMINOUS 2 - 21' 5 - 24' L MONO CONC MONO CONC LATEX CONC LATEX CONC Main 532 MONO CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC MONO CONC Main 532 LATEX CONC MONO CONC MONO CONC MONO CONC 14' - 9'' R 59.7' R 14' - 7'' R 1965 HS 20+Mod 1964 HS 20+Mod 1964 HS 20 1964 HS 20 1964 1991 19' - 4'' L 44.3' R HS 20+Mod 1964 HS 20 1964 2006 19' - 0'' L 17' - 0'' R 60.4' R 16' - 1'' R 60.4' R 15' - 7'' R 76.4' R 16' - 5'' R 76.4' R 16' - 5'' R 24' R 10' - 5'' R HS 20+Mod 24' R 11' - 6'' R 1964 1997 HS 20+Mod 1964 1997 HS 20+Mod 1964 2002 HS 20+Mod 1964 HS 25 1963 2002 HS 25 2 - 40.35' 1964 2006 17' - 2'' R 44.3' R 1964 1991 HS 20 2 - 40.35' 1- - 11 - 59.7' R 4 - 67.59' 1Main 101 20' - 0'' R 4 - 42.98' 6Main 101 47.9' R HS 20+Mod HS 20+Mod 2 - 41.9' 6Main 506 15' - 7'' R 3 - 57.74' 2- MONO CONC 69.6' R 3 - 50.6' 2Main 506 17' - 10'' R 2 - 38.6' 7 - 54.8' L Main 532 Appr 000 61' R 3 - 52.5' 7 - 54.8' L Main 332 18' - 6'' R 2 - 40.5' 2Main 332 59.7' R 3 - 52.49' 2Main 332 20' - 1'' R 3 - 52.49' 4- 1Main 332 59.7' R 4 - 49.87' 3- Main 382 Appr 000 20' - 1'' R 2 - 21.98' 3- Main 332 59.7' R 2 - 40.35' 3- Main 332 15' - 8'' R 2 - 39.5' 3- Main 332 28.9' R 1963 2002 HS 20+Mod 1965 HS 20+Mod 1965 ********************************************************************************************************************************************************************************************************************************************************* 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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 4835 4836 4837 4838 S20-41029 S22-41029 S23-41029 S25-41029 KENOWA AVE 44TH ST I-196 WB I-196 EB I-196 W LTS OF WYOMING 4 = 354' I-196 IN GRANDVILLE 2 = 240' 36TH ST IN GRANDVILLE 3 = 117' 36TH ST IN GRANDVILLE 3 = 117' Main 382 MONO CONC 2 - 41.99' 4 - 90.2' L Main 382 MONO CONC 6 - 88.5' 5 - 86.9' L Main 532 LATEX CONC LATEX CONC 1972 H 20 1972 HS 20 1972 16' - 1'' R 15' - 4'' L 55.8' R 15' - 1'' R 55.8' R 14' - 5'' R 3 - 55.7' 2- H 20 16' - 3'' R 16' - 6'' L 85.6' R 2 - 48.23' 2- Main 532 16' - 4'' L 90.2' R 2007 HS 20 1972 2007 12805 V01-41029 I-196,M-21 PED X-ING @ SIBLEY ST IN GRD RAPIDS 1 = 10' Main 107 NONE 4 - 284.45' HS 20 1963 12806 V02-41029 I-196,M-21 PED X-ING @ MILWAUKEE IN GRD RPDS 1 = 10' Main 107 NONE 4 - 167.98' HS 20 1963 4839 B01-41031 M-37 WHISKEY CK(LT PLSTER CR) 1.0 MI S OF M-11 2 = 25' Main 119 BITUMINOUS 2 - 159.3' HS 20 1946 4840 C01-41031 M-37 EMMONS LAKE OUTLET 0.4 MI N OF 84TH ST 1 = 14' Main 119 NA 2- HS 20+Mod 1900 4841 C02-41031 M-37 FISK DRAIN 0.5 MI S OF 52ND ST 1 = 10' Main 119 NA 2- HS 20+Mod 1900 4842 C03-41031 M-37 HEINTZELMAN CO DRAIN 0.9 MI S OF 44TH ST 1 = 10' Main 119 NA 2- HS 20+Mod 1900 4843 C04-41031 M-37 ESBAUGH DRAIN 0.1 MI N OF 44TH ST 1 = 10' Main 119 NA 2- HS 20+Mod 1900 4844 C05-41031 M-37 WHISKEY CREEK 0.1 MI S OF 28TH ST 2 = 12' Main 119 NA 4- HS 20+Mod 1948 4845 C06-41031 M-37 WHISKEY CREEK 0.3 MI S OF 28TH ST 2 = 16' Main 119 NA 2- HS 20+Mod 1948 4846 S01-41031 32ND ST M-37 0.6 MI S OF M-11 3 = 172' Main 302 MONO CONC 2 - 31.82' H 20 1948 M-37 0.5 MI S OF M-11 3 = 201' Railroad 1948 MILL CREEK 4.0 MI N OF WALKER 1 = 30' HS 20 1948 NASH CREEK 4.8 MI S OF M-46 3 = 90' 4847 4848 4849 X01-41031 B02-41033 B08-41033 CSX RR M-37 M-37 Main 352 Main 119 2- 50.9' R 20' - 0'' R 2- 51.5' R 15' - 11'' R NA BITUMINOUS 4 - 114.17' 1957 Main 532 - 12 - LATEX CONC 3 - 52.17' 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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 4850 C01-41033 M-37 YORK CREEK 0.3 MI N OF 5 MI RD 1 = 13' Main 119 NA 4- HS 20+Mod 1900 4851 C02-41033 M-37 STRAWBERRY CREEK 0.2 MI S OF 6 MI RD 1 = 15' Main 119 NA 4- HS 20+Mod 1900 4852 C03-41033 M-37 OLSON CREEK 0.5 MI S OF 12 MI RD 2 = 20' Main 119 NA 2- HS 20+Mod 1900 4853 B01-41042 M-21 BR PLASTER CREEK IN WYOMING 1 = 60' Main 111 NA 3 - 42' H 20 1916 4854 B01-41043 M-21 GRAND RIVER 6.4 MI E OF I-96 7 = 480' Main 332 Appr 000 INTEG CONC 4 - 58' HS 20 1957 4855 B02-41043 M-21 FLAT RIVER IN LOWELL (118 W MAIN ST) 2 = 73' Main 106 MONO CONC 4 - 48' OTHER 1941 FLAT RIVER IN LOWELL (107 E MAIN ST) 1 = 49' 4856 B03-41043 M-21 2010 Main 106 MONO CONC 4 - 48' OTHER 1940 2010 13546 C01-41043 M-21 UNNAMED TRIB TO GRAND R 1.2 MI E OF SARGENT AVE 10' Main 119 NA 2- OTHER 1956 13547 C02-41043 M-21 UNNAMED TRIB TO GRAND R 0.4 MI E OF CUMBERLAND AV 10' Main 119 NA 2- OTHER 1929 13548 C03-41043 M-21 LEE CREEK 100 FT W OF SMITH STREET 10' Main 119 NA 4- OTHER 4858 R02-41043 M-21 GTW RR 3.5 MI W OF ADA 3 = 225' Main 532 MONO CONC 4 - 68.9' HS 25 1977 13041 P01-41051 CALVIN COLLEGE PED M-37 (E BELT LINE AVE) 1000 FT N OF BURTON ST 187' Main 310 OTHERC Pedestrian 2002 HS 25 1977 HS 25 1978 HS 25 1978 H 15 1930 4 - 91' L 4859 R01-41051 M-44 GTW RR E LIMITS GRAND RAPIDS 3 = 115' Main 332 LATEX CONC 5 - 83.99' 4860 S03-41051-1 M-37 NB SERVICE ROAD CALVIN COLL IN GRAND RAPIDS (E SIDE) 1 = 57' Main 332 LATEX CONC 2 - 39.04' SERVICE ROAD CALVIN COLL IN GRAND RAPIDS (E SIDE) 1 = 57' GRAND RIVER IN GRANDVILLE 8 = 550' CSX RR & M-21BR IN GRANDVILLE 4 = 277' 4861 4862 4863 S03-41051-2 B01-41061 R01-41061 M-37 SB M-11 M-11 2Main 332 LATEX CONC LATEX CONC 18' - 1'' R 52.5' R 13' - 1'' R 52.5' R 12' - 11'' R 2 - 39.04' 2- Main 382 91' R 4 - 60.04' 1985 Main 352 MONO CONC 4 - 51.84' 4- - 13 - 20' - 0'' L 44' R 20' - 0'' R H 15 1936 ********************************************************************************************************************************************************************************************************************************************************* 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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 4864 4865 4866 4867 P01-41062 P03-41062 R01-41062 B01-41063 PED X-OVER@IVANRES M-11 0.3 MI E OF M-21 PED X-OVER M-11 M-11 6 = 180' M-11(28TH STREET) IN WYOMING 5 = 149' CONRAIL IN WYOMING 3 = 170' PLASTER CREEK IN GRAND RAPIDS 1 = 40' Main 310 Appr 300 OTHERC Main 310 Appr 300 OTHERC Main 302 MONO CONC 4- 77.1' R 19' - 8'' R 4- 81.4' R 17' - 3'' R 4 - 63' Pedestrian 1965 Pedestrian 1971 HS 20 1937 1956 Main 302 LATEX CONC 4 - 59.06' H 20 1937 1963 4868 C01-41063 M-11 PLASTER CREEK 1.1 MI E OF DIVISION AVE 1 = 10' Main 119 NA 4- HS 20+Mod 1964 4869 C02-41063 M-11 WHISKEY CREEK 4.2 MI W OF CASCADE 2 = 12' Main 119 NA 4- HS 20+Mod 1964 4870 C03-41063 M-11 LITTLE PLASTER CREEK 2.6 MI W OF CASCADE 1 = 13' Main 119 NA 4- HS 20+Mod 1964 4871 X01-41063 CONRAIL M-11 IN GRAND RAPIDS 1 = 113' Main 325 NA Railroad 1964 M-11 IN GRAND RAPIDS 3 = 176' Railroad 1938 4872 X02-41063 CSX RR Main 303 2- 70.5' R 14' - 6'' R 4- 52.5' R 13' - 9'' R NA 12893 B01-41064 M-6 EB BUCK CREEK BYRON TWP SEC 1 4 = 512' Main 532 MONO CONC 3 - 65' HS 25 2001 12900 B02-41064 M-6 WB BUCK CREEK BYRON TWP SEC 1 4 = 512' Main 532 MONO CONC 3 - 65' HS 25 2000 12901 B03-41064 M-6, RAMP A I-96 & THORNAPPLE RIVER CASCADE TWP SEC 22 6 = 1204' Main 482 MONO CONC 2 - 46.26' HS 25 2001 4 - 99.9' L 16' - 9'' L 99.9' R 19' - 7'' R 12737 B04-41064 M-6(RMP B TO I-96) THORNAPPLE RIVER CASCADE TWP SEC 22 6 = 1086' Main 482 MONO CONC 2 - 42.98' HS 25 1997 13046 B05-41064 M-6 WB RUSH CREEK 0.6 MI E OF WILSON AVE 1 = 108' Main 532 MONO CONC 2 - 44.95' HS 25 2002 13047 B06-41064 M-6 EB KNIGHT DRAIN 0.6 MI E OF WILSON AVE 1 = 131' Main 532 MONO CONC 2 - 44' HS 25 2002 12902 C01-41064 M-6 GOORHOUSE DRAIN BYRON TWP SEC 6 1 = 13' Main 119 NA 4 - 86.61' HS 20 2002 13088 C02-41064 M-6 BROWN COUNTY DRAIN BYRON TWP SEC 6 10' Main 119 NA 6 - 128.61' HS 20 2002 - 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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 13089 C03-41064 M-6 WATERWAY BYRON TWP SEC 3 1 = 30' Main 119 NA 4 - 295.6' HS 20 2002 12906 C04-41064 M-6 CUTLERVILLE DRAIN GAINES TWP SEC 5 1 = 0' Main 119 NA 4- HS 20 2002 13066 C05-41064 M-6 PLASTER CREEK GAINES TWP SEC 3 1 = 39' Main 119 NA 4 - 86.61' HS 25 2001 13067 C06-41064 M-6 ANDERSON DRAIN GAINES TWP SEC 2 1 = 38' Main 119 NA 4 - 146.33' HS 25 2002 13068 C07-41064 M-6 FISK DRAIN GAINES TWP SEC 2 1 = 34' Main 119 NA 4 - 73.82' HS 25 2001 13069 C08-41064 M-6 ANDERSON DRAIN GAINES TWP SEC 2 36' Main 119 NA 4 - 86.61' HS 25 2002 12903 C09-41064 M-6 WENGER,NULTY,FITCH DRAIN GAINES TWP SEC 1 1 = 10' Main 119 NA 4 - 74.8' HS 20 2000 12939 C10-41064 M-6 SAND CREEK WATERSHED CASCADE TWP SEC 32 1 = 10' Main 119 NA 4 - 74.8' HS 20 2000 12904 R01-41064 M-6 WB NORFOLK SOUTHERN RR BYRON TWP SEC 1 1 = 72' Main 532 MONO CONC 2 - 43' HS 20 2000 12905 R02-41064 M-6 EB NORFOLK SOUTHERN RR BYRON TWP SEC 1 1 = 72' Main 532 MONO CONC 2 - 43' HS 20 2000 12907 R03-41064 M-6 WB TO US-131 N NORFOLK SOUTHERN RR BYRON TWP SEC 1 1 = 72' Main 532 MONO CONC 1 - 31' HS 25 2000 12908 R04-41064 M-6 WB C-D NORFOLK SOUTHERN RR BYRON TWP SEC 1 72' Main 532 MONO CONC 1 - 31' HS 25 2000 12910 R05-41064 M-6 EB C-D NORFOLK SOUTHERN RR BYRON TWP SEC 1 72' Main 532 MONO CONC 1 - 30.84' HS 25 2000 12911 R06-41064 US-131 NB TO M-6 E NORFOLK SOUTHERN RR BYRON TWP SEC 1 76' Main 532 MONO CONC 1 - 32.15' HS 25 2000 12812 R07-41064 E M-6 RMPS TO I-96 CSX RR CASCADE TWP SEC 28 3 = 175' Main 532 MONO CONC 4 - 86.94' HS 25 1999 12813 R08-41064 M-6 WB CSX RR CASCADE TWP SEC 28 3 = 175' Main 532 MONO CONC 3 - 59.06' HS 25 1999 13048 S01-41064 KENOWA AVE M-6 KENT/OTTAWA CO LINE 2 = 258' Main 532 MONO CONC 2 - 43.31' HS 20 2002 4 - 97.4' L - 15 - 16' - 8'' L 97.4' R 18' - 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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 13049 12912 13045 12913 12914 12915 12916 12917 12918 12919 12920 12921 12922 12923 12924 12925 12926 S02-41064 S03-41064 S04-41064 S05-41064 S06-41064 S07-41064 S08-41064 S10-41064 S11-41064 S12-41064 S14-41064 S15-41064 S16-41064 S17-41064 S18-41064 S19-41064 S20-41064-3 WILSON AVE IVANREST AVE BYRON CENTER AVE BURLINGAME AVE M-6 EB C-D M-6 EB M-6 WB M-6 WB C-D M-6, RAMPS J & T M-6 RAMP M M-6 EB C-D M-6 WB C-D M-6 WB M-6 EB M-6 WB M-6 EB M-6 EB M-6, RAMP G 1 MI E OF KENT CO LINE 2 = 276' M-6 BYRON TWP SEC 4-5 2 = 255' M-6, RAMPS E & G BYRON TWP SEC 3 - 4 2 = 271' M-6 BYRON TWP SEC 2&3 2 = 287' CLYDE PARK AVENUE BYRON TWP SEC 1&2 128' CLYDE PARK AVENUE BYRON TWP SEC 1&2 1 = 128' CLYDE PARK AVENUE BYRON TWP SEC 1&2 1 = 128' CLYDE PARK AVENUE BYRON TWP SEC 1&2 1 = 128' US-131NB C-D & RAMP B BYRON TWP SEC 1 1 = 181' US-131SB C-D & RAMP C BYRON TWP SEC 1&2 1 = 188' US-131 BYRON TWP SEC 1 4 = 384' US-131 BYRON TWP SEC 1 4 = 383' US-131 BYRON TWP SEC 1 4 = 383' US-131 BYRON TWP SEC 1 4 = 383' DIVISION AVENUE BYRON TWP SEC 1 1 = 149' DIVISION AVENUE BYRON TWP SEC 1 1 = 149' EASTERN AVENUE GAINES TWP SEC 5&6 1 = 133' Main 532 MONO CONC 5 - 78.74' 5 - 95.5' L Main 532 MONO CONC 2 - 43.31' 4 - 65.6' L Main 532 MONO CONC MONO CONC 2 - 43.31' 6 - 77.3' L Main 532 MONO CONC 4Main 532 MONO CONC MONO CONC MONO CONC MONO CONC Main 382 MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC 4- - 16 - 69.9' R HS 25 2000 HS 25 2000 HS 25 2000 HS 25 2000 HS 25 2000 HS 25 2000 HS 25 2000 HS 25 2000 HS 25 2000 HS 20 2000 HS 25 2001 16' - 5'' R 328' - 1'' L 2 - 59.06' 2000 16' - 5'' R 328' - 1'' L 59.1' R HS 25 17' - 7'' R 328' - 1'' L 59.1' R 2000 17' - 2'' R 18' - 2'' L 62' R HS 25 16' - 5'' R 17' - 9'' L 62' R 2001 16' - 5'' R 17' - 0'' L 62' R 3 - 59.06' 5- Main 382 17' - 0'' L 62' R 3 - 59.06' 5- Main 382 16' - 7'' R 2 - 43.31' 13 - 62' L Main 382 34.1' R 2 - 43.31' 13 - 62' L Main 532 17' - 2'' R 2 - 42.98' 13 - 62' L Main 532 41.2' R 2 - 42.98' 13 - 62' L Main 532 14' - 5'' R 1 - 30.51' 2- Main 532 47.2' R 2 - 40.03' 2- HS 20 14' - 5'' R 328' - 1'' L 1 - 30.51' 4- Main 382 47.2' R 2002 14' - 5'' R 328' - 1'' L 2 - 43.31' 4- Main 532 47.2' R HS 25 14' - 5'' R 328' - 1'' L 2 - 43.31' 4- Main 532 47.2' R 2001 16' - 4'' R 328' - 1'' L 1 - 30.51' HS 20 16' - 7'' R 18' - 1'' L 77.3' R 2002 16' - 7'' R 17' - 4'' L 107.9' R HS 25 17' - 6'' R 17' - 11'' L 65.6' R 4 - 90.55' 6- Main 532 16' - 7'' L 102' R 14' - 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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 12927 13039 13040 13052 13051 12929 12930 12741 12742 12814 12815 12816 12817 12928 12931 12932 12933 S20-41064-4 S21-41064-3 S21-41064-4 S23-41064 S24-41064 S25-41064 S26-41064 S27-41064 S28-41064 S29-41064 S30-41064 S31-41064 S32-41064 S33-41064 S34-41064 S35-41064 S36-41064 M-6 WB M-6 EB M-6 WB M-6 EB M-6 WB EAST PARIS AVE PATTERSON AVENUE M-6 EB M-6 WB M-6 EB 60TH STREET M-6 EB M-6 WB M-6 EB M-6 WB M-6 EB TO I-96 WB I-96 WB TO WB M-6 EASTERN AVENUE GAINES TWP SEC 5&6 1 = 133' Main 382 MONO CONC 4- KALAMAZOO AVE GAINES TWP SEC 4-5 175' KALAMAZOO AVE GAINES TWP SEC 4-5 175' HANNA LAKE RD GAINES TWP SEC 2 - 3 125' HANNA LAKE RD GAINES TWP SEC 2 - 3 125' M-6 GAINES TWP SEC 1&2 2 = 260' M-6 GAINES TWP SEC 1 2 = 373' M-37 CALEDONIA TWP SEC 6 2 = 263' M-37 CALENDONIA TWP SEC 6 2 = 263' KRAFT AVENUE CALEDONIA TWP SEC 5&6 1 = 128' M-6 CASCADE TWP SEC 32 2 = 351' THORNAPPLE RIVER DRIVE CASCADE TWP SEC 33 3 = 252' THORNAPPLE RIVER DRIVE CASCADE TWP SEC 33 3 = 252' 48TH STREET CASCADE TWP SEC 28 2 = 152' 48TH STREET CASCADE TWP SEC 28 2 = 152' I-96 CASCADE TWP SEC 21 2 = 475' M-6 EB TO I-96 WB CASCADE SEC 21 2 = 299' Main 382 MONO CONC MONO CONC MONO CONC 2 - 46.3' L Main 532 MONO CONC 2 - 43.31' 2 - 47.9' L Main 532 MONO CONC MONO CONC 2 - 47.24' 8 - 99.9' L Main 532 Main 532 Main 532 MONO CONC MONO CONC MONO CONC 17' - 9'' L 2 - 105.3' L 105.3' R 19' - 9'' R 3 - 57.74' 17' - 6'' L 4 - 105.8' L 105.4' R 18' - 9'' R 2 - 43.31' 14' - 11'' L Main 482 Main 532 MONO CONC MONO CONC 20' - 0'' L 4 - 114.8' L 114.8' R 17' - 3'' R MONO CONC MONO CONC MONO CONC 2Main 382 MONO CONC 2 - 46.26' 2 - 86.3' L Main 482 MONO CONC 2001 HS 25 2000 HS 25 1997 HS 25 1997 HS 25 1999 HS 20 1999 HS 25 1999 HS 25 1999 HS 25 2000 HS 25 2000 HS 25 2001 HS 25 2001 14' - 5'' R 17' - 10'' L 85.4' R 19' - 4'' R 47.2' R 16' - 6'' R 2 - 46.26' 2- - 17 - 62.3' R HS 25 14' - 5'' R 328' - 1'' L 2 - 43.31' 2002 14' - 9'' R 328' - 1'' L 62.3' R HS 25 14' - 11'' R 328' - 1'' L 63' R 3 - 59.06' 2- Main 532 63' R 2 - 43.31' 2- Main 532 328' - 1'' L 2 - 43.31' 2002 14' - 11'' R 2 - 47.24' 2Main 532 63' R HS 25 20' - 0'' R 3 - 57.74' 2- 2001 17' - 7'' R 17' - 3'' L 99.9' R HS 25 16' - 1'' R 16' - 10'' L 16.4' R 2001 15' - 5'' R 16' - 1'' L 46.3' R 3 - 55.12' 4 - 16.4' L Main 482 47.9' R HS 25 14' - 5'' R 328' - 1'' L 2 - 43.31' 2001 16' - 9'' R 328' - 1'' L 169.6' R HS 25 15' - 0'' R 328' - 1'' L 169.6' R 2 - 43.96' 8- Main 532 69.9' R 2 - 43.96' 2- Main 382 328' - 1'' L 2 - 59.06' ********************************************************************************************************************************************************************************************************************************************************* 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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 12818 12934 12935 S38-41064 S49-41064 S50-41064 M-6 WB US-131 S TO M-6 W M-6 EB TO US-131SB KRAFT AVENUE CALDONIA TWP SEC 5&6 1 = 128' CLYDE PARK AVENUE BYRON TWP SEC 1&2 1 = 128' CLYDE PARK AVENUE BYRON TWP SEC 1&2 2 = 136' Main 532 MONO CONC 2Main 532 MONO CONC MONO CONC 63' R 47.2' R 2- 47.2' R 1999 HS 25 2000 HS 25 2000 14' - 5'' R 328' - 1'' L 1 - 30.51' HS 25 14' - 8'' R 328' - 1'' L 1 - 30.51' 4- Main 532 328' - 1'' L 2 - 43.31' 16' - 9'' R 13050 V01-41064 M-6 KENT CO RAILS TO TRAILS BYRON TWP SEC 4 1 = 16' Main 119 NA 4 - 208' HS 20 2002 4930 B01-41071 M-50 TYLER CREEK 1.3 MI W OF IONIA COL 1 = 45' Main 302 BITUMINOUS 2 - 35' H 20 1940 4931 C01-41071 M-50 PRATT CREEK 1.3 MI SE OF ALTO 1 = 12' Main 119 NA 2- HS 20+Mod 1900 4932 B01-41081 M-45, (FULTON ST) GRAND RIVER IN GRAND RAPIDS 5 = 536' Main 224 Appr 000 MONO CONC 4 - 64' HS 20 1927 1976 4935 B01-41121 M-46 BALL CREEK IN KENT CITY 1 = 30' Main 505 MONO CONC 2 - 41' HS 20 1977 4936 B02-41121 M-46 ROGUE RIVER 3.0 MI E OF KENT CITY 1 = 68' Main 505 NONE 2 - 44' HS 25 2000 4937 B03-41121 M-46 DUKE CREEK 3.5 MI E OF KENT CITY 1 = 41' Main 506 MONO CONC 2 - 40.03' H 15 2004 4938 R01-41122 M-57 WHITE PINE TRAIL(RR ABN) 3.0 MI S OF CEDAR SPRINGS 3 = 145' Main 332 BITUMINOUS 2 - 44' HS 20 1969 4939 B01-41131 US-131 BUCK CREEK 1.4 MI S OF WYOMING 1 = 40' Main 119 NA 6 - 178' HS 25 2000 4941 B02-41131-1 US-131 NB, ENT RMP BUCK CREEK IN WYOMING 1 = 56' Main 506 INTEG CONC 3 - 80.7' HS 25 2000 4942 B02-41131-2 US-131 SB BUCK CREEK IN WYOMING 1 = 56' Main 506 MONO CONC 2 - 67.91' HS 25 2000 4943 B03-41131 US-131 SB RAMP BUCK CREEK IN WYOMING @ 54 TH 2 = 163' Main 432 LATEX CONC 1 - 25.92' HS 25 1985 B04-41131-1 US-131 NB GRAND RIVER & FULTON ST IN GRAND RAPIDS 6 = 951' Main 482 MONO CONC 5 - 80.1' HS 25 1999 GRAND RIVER & FULTON ST IN GRAND RAPIDS 6 = 1004' HS 25 1999 12866 12867 B04-41131-2 US-131 SB 2 - 80.7' L Main 482 MONO CONC 14' - 11'' R 80.7' R 14' - 9'' R 5 - 80.1' 2 - 80.7' L - 18 - 15' - 5'' L 80.7' 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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 4944 R01-41131 US-131 CONRAIL 6.3 MI S OF GRAND RAPIDS 3 = 226' Main 505 MONO CONC 8 - 137' HS 25 2000 4946 R02-41131 US-131 CONRAIL&PLASTER CR (ABN) IN GRAND RAPIDS 12 = 748' Main 332 LATEX CONC 6 - 90.88' HS 20 1958 4947 R03-41131 I-196BS(FRANKLIN) US-131,I-196BS&CSX RR IN GRAND RAPIDS 25 = 1035' Main 332 Appr 532 LATEX CONC HS 20 1960 20' - 0'' L 4 - 43.96' 11 - 50.2' L 56.1' R 20' - 0'' R 4948 R03-41131-5 US-131 RAMP B M-21 VACANT LAND IN GRAND RAPIDS 6 = 306' Main 332 LATEX CONC 1 - 19' HS 20 1960 4949 R03-41131-7 US-131 RAMP A TO M VACANT LAND IN GRAND RAPIDS 5 = 288' Main 332 LATEX CONC 2 - 28.87' HS 20 1960 4950 R04-41131 US-131 CSX RR IN GRAND RAPIDS 6 = 503' Main 382 LATEX CONC 6 - 90.88' HS 20+Mod 1962 4951 R05-41131 WEALTHY ST US-131 CSX RR (ABN) IN GRAND RAPIDS 13 = 789' Main 332 LATEX CONC HS 20 1962 4 - 51.18' 15 - 67.9' L 17' - 0'' L 50.9' R 14' - 10'' R 4952 R05-41131-5 US-131 RMP D NB ON LAND AT WEALTHY STREET IN GRAND RAPIDS 5 = 236' Main 332 LATEX CONC 1 - 15.09' HS 20 1962 4953 R05-41131-6 US-131 RMP A SB ON LAND AT WEALTHY STREET IN GRAND RAPIDS 5 = 237' Main 332 LATEX CONC 1 - 20.01' HS 20 1962 4954 R05-41131-7 US-131 RMP C NBOFF LAND AT WEALTHY STREET IN GRAND RAPIDS 2 = 90' Main 332 LATEX CONC 2 - 26.9' HS 20 1962 4955 R05-41131-8 US-131RMP B SB OFF LAND AT WEALTHY STREET IN GRAND RAPIDS 6 = 296' Main 332 LATEX CONC 1 - 21' HS 20 1962 4961 R09-41131 I-296 (US-131) CM RR & INDIAN CREEK IN GRAND RAPIDS 4 = 280' Main 332 LATEX CONC 6 - 112.86' HS 20+Mod 1962 US-131 1.0 MI N OF ALLEGAN COL 4 = 170' US-131 2.4 MI S OF WYOMING 2 = 111' US-131 2.0 MI S OF WYOMING 4 = 135' US-131 0.4 MI S OF WYOMING 4 = 206' US-131 IN WYOMING 4 = 200' 4962 4963 4964 4965 4966 S01-41131 S02-41131 S03-41131 S04-41131 S05-41131 100TH ST 84TH ST 76TH ST 68TH ST 54TH ST 1989 Main 332 MONO CONC 2 - 25.92' 4 - 50.5' L Main 506 MONO CONC 6 - 74.8' 4 - 52.2' L Main 505 MONO CONC LATEX CONC 4 - 68.9' 4 - 43.3' L Main 482 LATEX CONC 4 - 82.02' 8 - 69.9' L - 19 - 1957 1998 HS 25 2000 HS 20 2000 HS 20 1985 17' - 0'' R 15' - 4'' L 70.9' R HS 25 16' - 10'' R 18' - 8'' L 43' R 1957 16' - 6'' R 16' - 6'' L 50.2' R H 20 14' - 0'' R 16' - 8'' L 52.2' R 6 - 69.88' 4 - 50.5' L Main 506 14' - 4'' L 50.5' 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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 4967 4968 4969 4970 4971 4972 4973 13083 4974 13084 4975 4976 4977 4978 4979 4980 12957 S06-41131 S07-41131 S08-41131 S09-41131 S10-41131 S11-41131 S12-41131-1 S12-41131-2 S13-41131-1 S13-41131-2 S14-41131 S15-41131 S15-41131-5 S16-41131 S17-41131 S18-41131 S19-41131-1 44TH ST 36TH ST 32ND ST M-11 BURTON ST HALL ST US-131 NB US-131 SB US-131 NB US-131 SB US-131 SB I-296 EB (US-131N) I-296NB RAMP I-296 (US-131) I-296 (US-131) I-296 (US-131) US-131 NB US-131 IN WYOMING 2 = 137' US-131 IN WYOMING 4 = 203' US-131 IN WYOMING 4 = 213' US-131 IN WYOMING 2 = 153' US-131 IN GRAND RAPIDS 2 = 119' US-131 & CENTURY AVE IN GRAND RAPIDS 4 = 255' MARKET AVE IN GRAND RAPIDS 1 = 146' MARKET AVE IN GRAND RAPIDS 1 = 146' PEARL STREET IN GRAND RAPIDS 1 = 85' PEARL STREET IN GRAND RAPIDS 1 = 85' BRIDGE ST IN GRAND RAPIDS 3 = 165' I-296 WB (US-131S) IN GRAND RAPIDS 12 = 1222' BRIDGE ST IN GRAND RAPIDS 7 = 474' US-131 BR (LEONARD) IN GRAND RAPIDS 3 = 144' RICHMOND ST IN GRAND RAPIDS 3 = 154' ANN ST IN GRAND RAPIDS (ANN ST) 3 = 169' FRONT AVENUE IN GRAND RAPIDS 1 = 85' Main 482 Appr 000 MONO CONC Main 332 LATEX CONC MONO CONC LATEX CONC 5 - 82.35' 5 - 69' L Main 332 LATEX CONC 4 - 43.96' 7- Main 332 Main 532 LATEX CONC MONO CONC 4 - 43.96' 19' - 3'' L 20' - 0'' R 4 - 68.9' Main 532 MONO CONC MONO CONC Main 505 LATEX CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC LATEX CONC Main 532 MONO CONC - 20 - 2004 HS 20 1960 HS 20 1961 HS 20 2000 HS 20 2000 HS 20+Mod 2000 HS 20+Mod 2000 HS 20+Mod 1962 HS 20+Mod 1963 14' - 11'' R 328' - 1'' L 1990 HS 20+Mod 1963 1990 HS 20+Mod 64' R 14' - 6'' R 1961 1989 19' - 2'' L HS 20+Mod 1961 19' - 2'' L HS 20+Mod 1962 64' R 64' R 1989 328' - 1'' L 5 - 80.71' 2 - 37.1' L HS 25 70' R 8 - 136.81' 4- 1993 15' - 0'' R 16' - 9'' L 89.6' R 6 - 112.86' 4- Main 332 14' - 5'' L 64' R 1958 14' - 5'' R 6 - 122.05' 4- Main 332 328' - 1'' L 84.6' R 1 - 21.98' 4- Main 332 14' - 5'' R 4 - 52.82' 11 - Main 332 84.6' R 6 - 89.9' 5- Main 382 16' - 1'' R 4 - 65.29' 4- Main 332 60.8' R 4 - 65.29' 4- HS 20 16' - 1'' R 328' - 1'' L 4 - 68.9' 2- Main 505 60.8' R 1982 18' - 5'' R 11 - 50.5' L 4- 1957 15' - 0'' R 15' - 6'' L 60.7' R H 20 14' - 9'' R 15' - 7'' L 63.5' R 2008 14' - 0'' R 16' - 2'' L 50.2' R H 20 14' - 9'' R 14' - 0'' L 50.2' R 2 - 47.9' 4 - 50.2' L Main 506 60' R 6 - 69.88' 4 - 50.2' L Main 505 14' - 9'' L 6 - 109.7' 6 - 60' L 37.1' R 17' - 0'' R 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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 12958 12868 12869 S19-41131-2 S20-41131-1 S20-41131-2 US-131 SB US-131 NB US-131 SB FRONT AVENUE IN GRAND RAPIDS 1 = 85' GRANDVILLE AVENUE IN GRAND RAPIDS 9 = 1606' GRANDVILLE AVENUE IN GRAND RAPIDS 8 = 1359' Main 532 MONO CONC 2 - 37.1' L Main 382 MONO CONC MONO CONC 37.1' R 16' - 10'' R 38.1' R 14' - 6'' R 5 - 68.9' 2- Main 382 328' - 1'' L 5 - 92.85' 328' - 1'' L 4 - 66.93' 2- 38.1' R HS 25 2000 HS 25 1999 HS 25 1999 14' - 6'' R 4981 B01-41132 US-131 NB ROGUE RIVER 1.8 MI S OF M-57 3 = 140' Main 532 MONO CONC 2 - 41.01' HS 20 1969 4982 B02-41132 US-131 SB ROGUE RIVER 1.8 MI S OF M-57 3 = 140' Main 532 MONO CONC 2 - 41.01' HS 20 1969 4983 B03-41132 US-131 DRAIN 100' S OF NORTH PARK ST 2 = 25' Main 119 NA 6- HS 20 1961 1966 4984 B04-41132 US-131 MILL CREEK 0.2 MI N OF WALKER 2 = 23' Main 219 INTEG CONC 4- 4985 R01-41132 US-131 SB W RIVER DR&MDOT RR(ABN) 1.3 MI N OF I-96 6 = 474' Main 382 LATEX CONC 3 - 63.98' W RIVER DR&MDOT RR (ABN) 1.3 MI N OF I-96 6 = 474' NORTH PARK ST 0.3 MI N OF I-96 3 = 135' NORTH PARK ST 0.3 MI N OF I-96 3 = 135' 6 MILE RD 2.4 MI N OF I-96 3 = 112' 6 MILE RD 2.4 MI N OF I-96 3 = 112' US-131 3.4 MI N OF I-96 5 = 272' US-131 5.4 MI N OF I-96 5 = 397' US-131 4.3 MI S OF M-57 4 = 306' US-131 2.1 MI S OF M-57 5 = 389' 4986 4987 4988 4989 4990 4991 4992 4993 4994 R02-41132 S01-41132 S02-41132 S03-41132 S04-41132 S05-41132 S06-41132 S08-41132 S09-41132 US-131 NB US-131 SB US-131 NB US-131 SB US-131 NB PINE ISLAND DRIVE POST RD 10 MI RD 12 MI RD 4 - 38.7' L Main 382 LATEX CONC 3 - 63.98' 4 - 39' L Main 332 MONO CONC MONO CONC Main 532 Appr 000 MONO CONC Main 532 MONO CONC MONO CONC LATEX CONC MONO CONC MONO CONC - 21 - 56.1' R 15' - 5'' R 1969 42.3' R 14' - 6'' R 1998 HS 20 15' - 2'' L 1998 HS 20 1969 HS 20 1969 H 20 1969 2009 H 20 1969 H 20 1969 16' - 5'' R 14' - 7'' L 98.8' R 1969 15' - 7'' R 14' - 8'' L 2 - 37.73' H 20 15' - 5'' R 14' - 9'' L 99.9' R 1969 1998 16' - 3'' L 96.5' R 1969 1998 42.3' R 54.5' R 1969 1998 HS 20 2 - 43.96' 4 - 99.1' L HS 20 HS 20 2 - 42.5' 4 - 99.7' L Main 382 15' - 5'' R 2 - 29.86' 4 - 95.8' L Main 382 56.1' R 2 - 57.41' 4 - 54.1' L Main 382 20' - 9'' R 2 - 40.68' 2- 2Main 332 20' - 10'' L 52.8' R 3 - 63.98' 4- 1969 18' - 11'' R 3 - 63.98' 4- Main 332 19' - 7'' L 40' R HS 20 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 ********************************************************************************************************************************************************************************************************************************************************* Kent ************** 4995 4996 4997 S11-41132 S12-41132 S13-41132 US-131 SB US-131 NB 14 MI RD (M-57) 13 MILE RD 1.1 MI S OF M-57 3 = 167' 13 MILE RD 1.1 MI S OF M-57 3 = 165' US-131 @ M-57 5 = 364' 2 = 22' Main 319 NA Main 382 MONO CONC HS 20 1969 HS 20 1969 HS 20 1969 4- HS 20+Mod 1973 2 - 39.2' 2- Main 382 MONO CONC MONO CONC 14' - 9'' R 84' R 15' - 3'' R 2 - 40.68' 2- Main 382 84' R 2 - 43.96' 4 - 97.8' L 15' - 1'' L 97.8' R 14' - 11'' R 4998 C01-41133 US-131 CEDAR CR 0.2 MI N OF 16MI RD 13541 C02-41133 US-131 NB LITTLE CEDAR CREEK 0.4 MI S INDIAN LAKES RD 16' Main 319 NONE 2- HS 20 1971 13542 C03-41133 US-131 SB LITTLE CEDAR CREEK 0.4 MI N INDIAN LAKES RD 16' Main 319 NONE 2- HS 20 1971 13543 C04-41133 US-131 LOCKWOOD DRAIN 300 FT S CEDAR SPRGS AVE 19' Main 319 NONE 4- HS 20 1971 4999 S01-41133 INDIAN LAKE RD US-131 SB 1.0 MI SW OF CEDAR SPRING 1 = 134' Main 382 MONO CONC 2 - 35.76' HS 20 1971 US-131 NB 1.0 MI SW OF CEDAR SPRING 1 = 134' HS 20 1971 US-131 0.5 MI W OF CEDAR SPRINGS 2 = 252' HS 20 1971 WHITE CREEK AVE 0.5 MI W OF CEDAR SPRINGS 3 = 177' HS 20 1971 WHITE CREEK AVE 0.5 MI W OF CEDAR SPRINGS 3 = 187' HS 20 1971 CEDAR SPRINGS AVE 1.5 MI N OF CEDAR SPRINGS 3 = 161' HS 20 1971 CEDAR SPRINGS AVE 1.5 MI N OF CEDAR SPRINGS 3 = 161' HS 20 1971 US-131 AT MONTCALM COL 4 = 292' HS 20 1971 5000 5001 5002 5003 5004 5005 5006 S02-41133 S03-41133 S04-41133 S05-41133 S07-41133 S08-41133 S10-41133 INDIAN LAKE RD M-46 US-131 SB US-131 NB US-131SB & M-46WB US-131NB & M-46EB 22 MILE RD 2Main 382 MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC 14' - 10'' R 48.2' R 14' - 6'' R 48.2' R 14' - 8'' R 48.2' R 14' - 8'' R 2 - 45.93' 4 - 99.7' L - 22 - 37.7' R 2 - 41.99' 2- Main 382 16' - 4'' R 2 - 41.99' 2- Main 332 16' - 6'' L 97.1' R 2 - 41.99' 2- Main 332 16' - 6'' R 2 - 41.99' 2- Main 332 77.8' R 2 - 47.9' 4 - 99.1' L Main 332 16' - 6'' R 2 - 35.76' 2- Main 382 78.4' R 16' - 1'' L 99.7' R 16' - 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 ********************************************************************************************************************************************************************************************************************************************************* Mecosta ************** 6691 B01-54011 US-131(OLD) LITTLE MUSKEGON RIVER IN MORLEY 2 = 200' Main 532 MONO CONC 2 - 47.9' HS 25 1993 6692 B02-54011 US-131 (OLD) MUSKEGON RIVER 2.8 MI NW OF STANWOOD 3 = 300' Main 532 MONO CONC 2 - 43.96' HS 25 1996 6693 C01-54011 US-131(OLD) BR OF BIG CREEK 2.4 MI N OF MORLEY 1 = 14' Main 119 NA 2- OTHER 1900 6694 C02-54011 US-131(OLD) NO NAME 0.5 MI S OF 6MI RD 1 = 12' Main 119 NA 2- OTHER 1900 6695 C03-54011 US-131(OLD) MACKS CREEK 0.3 MI N OF FILMORE RD 1 = 15' Main 119 NA 2- OTHER 1900 6696 C04-54011 US-131(OLD) MACKS CREEK N LIMITS OF STANWOOD 1 = 15' Main 119 NA 2- OTHER 1900 6697 C05-54011 US-131(OLD) COLD SPRINGS CREEK 0.3 MI S OF 12 MI RD 1 = 12' Main 119 NA 2- OTHER 1900 6698 C06-54011 US-131(OLD) WINTER'S CREEK 50FT N OF ARTHUR RD 1 = 10' Main 119 NA 2- OTHER 1900 6699 X01-54011 MDOT RR US-131 (OLD) 2.8 MI N OF MORLEY 1 = 72' Main 325 NA Railroad 1931 MITCHELL CREEK IN BIG RAPIDS 1 = 40' HS 20 1948 6700 B01-54012 (ABN) US-131 BL 2Main 302 MONO CONC 52.5' R 14' - 0'' R 4 - 46' 2003 6701 B02-54012 US-131(OLD) PARIS CREEK IN PARIS 1 = 34' Main 302 BITUMINOUS 2 - 20.01' H 15 1929 6702 C01-54012 US-131(OLD) DALZIEL CREEK 0.1 MI S OF 19 MILE RD 1 = 15' Main 119 NA 2- OTHER 1900 6703 C02-54012 US-131(OLD) CHENEY CREEK 0.3 MI N OF 22 MI RD 1 = 12' Main 119 NA 2- OTHER 1900 6704 C03-54012 US-131(OLD) BUCKHORN CREEK 0.7 MI N OF 22 MI RD 1 = 18' Main 119 NA 2- OTHER 1900 6705 P01-54012 PED X-OVER @ PINE US-131 BL IN BIG RAPIDS 4 = 137' Main 310 Appr 300 OTHERC Pedestrian 1967 4- 70.2' R 18' - 2'' R 6706 B03-54013 US-131 SB LITTLE MUSKEGON RIVER WEST OF MORLEY 3 = 204' Main 332 MONO CONC 2 - 42.98' HS 25 1979 6707 B04-54013 US-131 NB LITTLE MUSKEGON RIVER WEST OF MORLEY 3 = 262' Main 382 MONO CONC 2 - 42.98' HS 25 1979 - 23 - ********************************************************************************************************************************************************************************************************************************************************* 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 ********************************************************************************************************************************************************************************************************************************************************* Mecosta ************** 6708 6709 6710 6711 6712 6713 6714 6715 6716 S01-54013 S02-54013 S03-54013 S04-54013 S05-54013 S06-54013 S07-54013 S08-54013 S09-54013 JEFFERSON ROAD JEFFERSON ROAD US-131 SB US-131 NB 4 MILE ROAD US-131 SB US-131 NB US-131 SB US-131 NB US-131 SB 2 MILES WEST OF MORLEY 1 = 140' NB US-131 2 MILES WEST OF MORLEY 1 = 137' 3 MILE ROAD WEST OF MORLEY 1 = 86' 3 MILE ROAD WEST OF MORLEY 1 = 86' US 131 3 MILES NW OF MORLEY 5 = 373' SIX MILE ROAD 2.5 MI SW OF STANWOOD 1 = 95' SIX MILE ROAD 2.5 MI SW OF STANWOOD 1 = 95' M-20 (8 MILE ROAD) WEST OF STANWOOD 1 = 135' M-20 (8 MILE ROAD) WEST OF STANWOOD 1 = 135' Main 382 MONO CONC 2 - 42.98' 2 - 77.8' L Main 382 MONO CONC INTEG CONC INTEG CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC 15' - 2'' R 19' - 7'' L 94.5' R 16' - 9'' R 39.7' R 15' - 4'' R 1979 HS 20 1979 HS 25 1979 2006 14' - 5'' L 1979 2006 H 20 1979 HS 25 1979 HS 25 1979 HS 25 1979 HS 25 1979 39.7' R 75.8' R 16' - 6'' R 75.8' R 16' - 6'' R 2 - 42.98' 2- HS 20 HS 25 2 - 42.98' 2- Main 382 59.7' R 2 - 42.98' 2- Main 382 15' - 1'' R 3 - 42.98' 2- Main 382 59.7' R 2 - 37.07' 4 - 94.5' L Main 382 16' - 7'' R 2 - 42.6' 2- Main 382 78.4' R 2 - 42.6' 2- Main 505 16' - 8'' R 2 - 42.98' 2 - 78.4' L Main 505 16' - 3'' L 77.8' R 6717 B01-54014 US-131 SB MUSKEGON RIVER 5 MI SOUTH BIG RAPIDS 3 = 580' Main 606 LATEX CONC 2 - 45' HS 25 1983 6718 B02-54014 US-131 NB MUSKEGON RIVER 5 MI SOUTH BIG RAPIDS 3 = 580' Main 606 LATEX CONC 2 - 45' HS 25 1982 6719 C01-54014 US-131 NB CREEK 0.7 MI N OF WOODWARD RD 1 = 10' Main 119 NA 2- OTHER 1983 6720 C02-54014 US-131 SB CREEK 0.7 MI N OF WOODWARD RD 1 = 10' Main 119 NA 2- OTHER 1983 6721 C03-54014 US-131 NB MITCHELL CREEK 0.3 MI N OF 17MI RD 1 = 10' Main 119 NA 2- OTHER 1983 6722 C04-54014 US-131 SB MITCHELL CREEK 0.3 MI N OF 17MI RD 1 = 10' Main 119 NA 2- OTHER 1983 6723 C05-54014 US-131 NB DALZIEL CREEK 0.2 MI S OF 19 MI RD 1 = 10' Main 119 NA 2- OTHER 1983 6724 C06-54014 US-131 SB DALZIEL CREEK 0.2 MI S OF 19 MI RD 1 = 10' Main 119 NA 2- OTHER 1983 - 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 ********************************************************************************************************************************************************************************************************************************************************* Mecosta ************** 6725 C07-54014 US-131 NB ON RAMP DALZIEL CREEK 0.2 MI S OF 19 MI RD 1 = 10' Main 119 NA 1- OTHER 1983 13540 C08-54014 US-131 SB OFF RAMP DALZIEL CREEK 100FT N OF 19 MI RD 14' Main 319 NONE 1- HS 20 1983 6726 C09-54014 US-131 NB BUCKHORN CREEK 1.4 MI N OF 22 MI RD 2 = 20' Main 319 NA 2 - 36.09' HS 20+Mod 1982 6727 C10-54014 US-131 SB BUCKHORN CREEK 1.4 MI N OF 22 MI RD 2 = 20' Main 319 NA 2 - 36.09' HS 20+Mod 1982 6728 S01-54014 OLD STATE ROAD US-131 SB 5.5 MI S OF BIG RAPIDS 3 = 235' Main 382 MONO CONC 2 - 43.31' HS 20 1979 US-131 NB 5.5 MI S OF BIG RAPIDS 3 = 221' HS 20 1979 11 MILE ROAD 4.0 MI S OF BIG RAPIDS 1 = 104' HS 25 1981 11 MILE ROAD 4.0 MI S OF BIG RAPIDS 1 = 101' HS 25 1981 US-131 SB 2 MI S OF BIG RAPIDS 3 = 189' H 20 1981 US-131 NB 2 MI S OF BIG RAPIDS 3 = 165' HS 20 1981 13 MILE ROAD 1.5 MI S OF BIG RAPIDS 1 = 126' HS 25 1981 13 MILE ROAD 1.5 MI S OF BIG RAPIDS 1 = 106' HS 25 1981 US-131 SB 1.0 MI W OF BIG RAPIDS 3 = 163' HS 25 1981 US-131 NB 1.0 MI W OF BIG RAPIDS 3 = 163' HS 25 1981 US-131 1.0 MI W OF BIG RAPIDS 5 = 429' H 20 1981 US-131 SB 1.5 MI W OF BIG RAPIDS 1 = 138' HS 20 1982 US-131 NB 1.5 MI W OF BIG RAPIDS 1 = 138' HS 20 1982 6729 6730 6731 6732 6733 6734 6735 6736 6737 6738 6739 6740 S02-54014 S03-54014 S04-54014 S05-54014 S06-54014 S07-54014 S08-54014 S09-54014 S10-54014 S11-54014 S12-54014 S13-54014 OLD STATE ROAD US-131 SB US-131 NB 12 MILE ROAD 12 MILE ROAD US-131 SB US-131 NB M-20 M-20 WOODWARD ROAD 17 MILE RD 17 MILE RD 2Main 382 LATEX CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC EPOXY OVLY MONO CONC EPOXY OVLY EPOXY OVLY 24' - 3'' L 99.7' R 24' - 3'' R 99.7' R 18' - 7'' R 78.1' R 16' - 6'' R 77.8' R 16' - 5'' R 19' - 0'' L 86.9' R 16' - 11'' R 97.8' R 16' - 4'' R 97.8' R 17' - 3'' R 2 - 41.99' 4 - 97.8' L - 25 - 17' - 4'' R 2 - 41.99' 4 - 97.8' L Main 382 87.9' R 2 - 43.31' 4 - 86.9' L Main 382 18' - 2'' R 6 - 93.5' 2- Main 382 77.8' R 6 - 98.75' 3- Main 382 14' - 5'' R 2 - 43.64' 2- Main 382 14' - 5'' L 39.7' R 3 - 43.64' 2- Main 382 15' - 2'' R 2 - 43.64' 2- Main 382 59.7' R 2 - 43.31' 2- Main 382 16' - 6'' R 2 - 43.31' 2- Main 382 87.9' R 2 - 43.31' 2 - 59.7' L Main 382 17' - 6'' R 2 - 43.31' 2 - 87.9' L Main 382 87.9' 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 ********************************************************************************************************************************************************************************************************************************************************* Mecosta ************** 6741 6742 6743 6744 6745 S14-54014 S15-54014 S16-54014 S18-54014 S19-54014 US-131 BL 19 MI RD US-131 BL 19 MI RD 21 MILE ROAD US-131 SB US-131 NB US-131 SB 2 MI NW OF BIG RAPIDS 2 = 140' US-131 NB 2 MI NW OF BIG RAPIDS 1 = 140' US-131 3 MI S OF OSCEOLA CO LINE 3 = 347' 22 MI RD & PARIS CREEK 6.0 M N OF BIG RAPIDS 2 = 194' 22 MI RD & PARIS CREEK 6.0 M N OF BIG RAPIDS 2 = 200' Main 482 EPOXY OVLY 2 - 47.9' 4 - 97.8' L Main 382 MONO CONC LATEX CONC MONO CONC INTEG CONC 18' - 7'' R 16' - 0'' L 82.3' R 2 - 43.96' 4 - 60.4' L Main 482 97.8' R 2 - 35.76' 4 - 82.3' L Main 482 16' - 3'' R 2 - 47.9' 4 - 97.8' L Main 482 97.8' R 2 - 43.96' 4 - 60.4' L HS 20 1982 HS 20 1984 HS 25 1984 HS 25 1984 15' - 8'' R 17' - 9'' L 60.4' R 1982 17' - 7'' R 15' - 8'' L 60.4' R HS 20 17' - 9'' R 6746 B01-54022 M-20 MUSKEGON RIVER IN BIG RAPIDS(MAPLE ST) 3 = 390' Main 482 LATEX CONC 4 - 47.9' HS 25 1983 6747 B02-54022 M-20 RYAN CREEK BIG RAPIDS TWP SEC 13 1 = 49' Main 505 MONO CONC 2 - 43.96' HS 25 2000 6748 B03-54022 M-20 E BR LITTLE MUSKEGON IN MECOSTA 1 = 53' Main 506 MONO CONC 2 - 37.07' H 15 2000 6749 C01-54022 M-20 DEAD STREAM 3.5 MI W OF MECOSTA 1 = 15' Main 119 NA 2- OTHER 1949 6750 C01-54024 US-131BR DALZIEL CREEK 0.7 MI W OF OLD US-131 1 = 12' Main 119 NA 2- OTHER 1983 6751 C02-54024 US-131BR DALZIEL CREEK 0.7 MI W OF OLD US-131 1 = 10' Main 119 NA 2- OTHER 1983 6752 C01-54031 M-66 BLACK CREEK 0.6 MI N OF MONTCALM COL 1 = 16' Main 119 NA 2- OTHER 1900 6753 B01-54032 M-66 W BR CHIPPEWA RIVER IN BARRYTON 1 = 50' Main 332 MONO CONC 2 - 35' HS 25 1927 N BR CHIPPEWA RIVER IN BARRYTON 2 = 80' N BR CHIPPEWA RIVER 1.0 MI N OF BARRYTON 2 = 80' 6754 6755 B02-54032 B03-54032 M-66 M-66 1999 Main 332 Appr 000 MONO CONC Main 332 MONO CONC 2 - 35' HS 25 1927 1999 2 - 35' HS 25 1927 1999 6756 C01-54032 M-66 RATTAIL CREEK 2.2 MI N OF BARRYTON 1 = 12' Main 119 NA 2- OTHER 1900 6759 B01-54041 M-20 (EIGHT MI RD) MUSKEGON RIVER 4 MI W OF STANWOOD 4 = 283' Main 332 MONO CONC 2 - 37' HS 20+Mod 1977 - 26 - ********************************************************************************************************************************************************************************************************************************************************* 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 ********************************************************************************************************************************************************************************************************************************************************* Montcalm ************** 7412 B01-59012 US-131SB & M-46SB TAMARACK CREEK 0.5 MI S OF M-82 3 = 167' Main 532 MONO CONC 3 - 46.26' H 20 1972 7413 B02-59012 US-131NB & M-46NB TAMARACK CREEK 0.5 MI S OF M-82 3 = 162' Main 532 MONO CONC 3 - 50' HS 20 1972 7414 C01-59012 US-131 NB HANDY CREEK 0.5 MI N OF EDGAR RD, M46 2 = 24' Main 119 NA 2 - 33.1' HS 20 1979 7415 C02-59012 US-131 SB HANDY CREEK 0.5 MI N OF EDGAR RD 2 = 24' Main 119 NA 2 - 33.1' HS 20 1979 7416 C03-59012 US-131 NB BRUCE CREEK 0.2 MI S OF CUTLER RD 2 = 20' Main 119 NA 2- HS 20 1979 7417 C04-59012 US-131 SB BRUCE CREEK 0.2 MI S OF CUTLER RD 2 = 20' Main 119 NA 2- HS 20 1979 7418 S02-59012 DAGGET RD US-131 1.3 MI N OF KENT COL 5 = 436' Main 382 MONO CONC 2 - 40.03' H 20 1971 US-131 2.6 MI N OF KENT COL 4 = 300' H 20 1971 US-131 3.6 MI N OF KENT COL 5 = 340' H 20 1971 KENDAVILLE RD 2.0 MI S OF M-82 3 = 108' 14' - 7'' L HS 20 1971 KENDAVILLE RD 2.0 MI S OF M-82 3 = 111' 15' - 0'' L HS 20 1971 US-131 SB 1.1 MI S OF M-82 3 = 167' H 20 1971 US-131 NB 1.1 MI S OF M-82 3 = 166' H 20 1971 US-131 SB & M-46 SB @ M-82 3 = 184' HS 20 1971 US-131 NB & M-46 NB @ M-82 3 = 189' HS 20 1971 US-131 2.5 MI NW OF HOWARD CITY 3 = 368' HS 25 1979 US-131 3.3 MI NW HOWARD CITY 4 = 459' H 20 1979 7419 7420 7421 7422 7423 7424 7425 7426 7427 7428 S03-59012 S04-59012 S05-59012 S06-59012 S07-59012 S08-59012 S09-59012 S10-59012 S12-59012 S13-59012 PIERSON RD CANNONSVILLE RD US-131 & M-46 SB US-131 & M-46 NB LK MONTCALM RD LK MONTCALM RD M-82 M-82 M-46 (EXTEN) TAMARACK ROAD 4 - 91.9' L Main 382 MONO CONC 2 - 40.03' 4 - 99.7' L Main 332 MONO CONC MONO CONC Main 332 MONO CONC Main 332 MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC 16' - 8'' R 89.9' R 16' - 6'' R 83' R 17' - 8'' R 16' - 7'' L 80.7' R 2 - 37.4' 4 - 83' L - 27 - 88.9' R 2 - 49.21' 4 - 82.3' L Main 482 16' - 10'' R 4 - 56.76' 2- Main 382 39.7' R 4 - 56.76' 2 - 83' L Main 332 15' - 0'' R 2 - 40.03' 2- Main 332 39.7' R 2 - 40.03' 2- Main 332 16' - 3'' R 39.7' R 2 - 41.99' 2- 16' - 2'' R 16' - 10'' L 82.7' R 2 - 41.99' 2- 16' - 4'' R 16' - 2'' L 99.7' R 2 - 40.03' 4 - 82' L Main 332 16' - 2'' L 92.2' R 17' - 4'' R 17' - 3'' L 83' R 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 ********************************************************************************************************************************************************************************************************************************************************* Montcalm ************** 7429 7430 7431 S15-59012 S16-59012 B01-59022 CUTLER ROAD CUTLER ROAD M-57 US-131 SB 4 MI NW OF HOWARD CITY 3 = 182' US-131 NB & RAMP 4.0 MI NW OF HOWARD CITY 3 = 203' FLAT RIVER IN GREENVILLE 3 = 160' Main 382 Main 382 MONO CONC MONO CONC 2 - 37.4' 16' - 7'' L 2 - 80.1' L 16' - 6'' R 2 - 37.07' 3- Main 505 MONO CONC 2 - 43.96' 99.7' R HS 20 1979 HS 20 1978 HS 20 1948 16' - 7'' R 2000 7432 B02-59022 M-57 DICKINSON CREEK 2.7 MI W OF M-66 1 = 35' Main 104 NA 2 - 38' HS 20 1953 7433 B01-59023 M-57 PRAIRIE CREEK 4.5 MI E OF M-66 1 = 35' Main 104 BITUMINOUS 2 - 38' HS 20 1953 7434 B02-59023 M-57 BUTTERNUT CREEK W OF CARSON CITY LIMITS 1 = 31' Main 104 BITUMINOUS 2 - 35' H 20 1940 7435 B03-59023 M-57 FISH CREEK W OF CARSON CITY LIMITS 1 = 53' Main 332 MONO CONC 2 - 35' HS 20 1931 1953 7436 C01-59023 M-57 HOPKINS DRAIN 7.3 MI W OF CARSON CITY 12' Main 119 NA 2- OTHER 1900 7437 C02-59023 M-57 BUTTERNUT CREEK 5.3 MI W OF CARSON CITY 10' Main 119 NA 2- OTHER 1900 7438 B01-59031 M-91 WABASIS CREEK 1.0 MI N OF IONIA CO LINE 1 = 35' Main 505 INTEG CONC 2 - 39' HS 20 1957 7439 B01-59032 M-91 FLAT RIVER IN GREENVILLE 3 = 176' Main 532 MONO CONC 4 - 48' HS 25 1994 7440 B02-59032 M-91 FLAT RIVER 9.5 MI N OF M-57 1 = 62' Main 532 MONO CONC 2 - 44' HS 25 1994 7441 B01-59041 M-82 TAMARACK CREEK 1.0 MI E OF NEWAYGO COL 3 = 143' Main 382 LATEX CONC 2 - 41.99' HS 20 1932 1 = 50' Main 332 BITUMINOUS 2 - 40' HS 20 1960 1961 7442 B01-59042 M-46 TAMARACK CREEK 5.3 MI E OF US-131 7443 C01-59042 M-46 BR OF TAMARACK CREEK 0.1 MI E OF AMBLE 12' Main 119 NA 2- OTHER 1900 7444 C01-59043 M-46 TOWNLINE CREEK 0.4 MI SW OF SIX LAKES 12' Main 119 NA 2- OTHER 1900 7445 B01-59044 M-46, M-66 FLAT RIVER 0.5 MI SE OF W JCT M-66 1 = 45' Main 302 BITUMINOUS 2 - 33' H 20 1937 - 28 - ********************************************************************************************************************************************************************************************************************************************************* 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 ********************************************************************************************************************************************************************************************************************************************************* Montcalm ************** 7446 C01-59044 M-46 TOWNLINE CREEK 0.4 MI SE OF SIX LAKES 7447 C01-59051 M-66 7448 C02-59051 7449 C03-59051 12' Main 119 NA 2- OTHER 1900 FISH CREEK 0.1 MI N OF RUBY RD 1 = 18' Main 119 NA 2 - 31' HS 20+Mod 1900 M-66 HEMINGWAY CREEK 0.1 MI N OF KENDAVILLE RD 1 = 10' Main 319 BITUMINOUS 2 - 31' HS 20+Mod 1900 M-66 MINNOW CREEK 0.1 MI S OF PAKES RD 1 = 10' Main 519 BITUMINOUS 2 - 44' HS 20+Mod 1984 - 29 - ********************************************************************************************************************************************************************************************************************************************************* 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 ********************************************************************************************************************************************************************************************************************************************************* Muskegon ************** 7549 B04-61012 M-120 CEDAR CREEK 8.6 MI NE OF US-31 1 = 31' Main 104 NA 2 - 32.15' H 15 1929 7550 B05-61012 M-120 CEDAR CREEK 5.2 MI SW OF M-82 1 = 30' Main 104 BITUMINOUS 2 - 47.9' H 15 1935 CEDAR CREEK 4.2 MI SW OF M-82 1 = 28' 1 = 39' Main 119 INTEG CONC 2 - 48.88' H 15 2005 7551 B06-61012 M-120 1969 Main 104 NA 2 - 47.9' H 15 1935 1969 7552 B07-61012 M-120 MARKLE DRAIN 2.8 MI S OF M-82 7553 C01-61012 M-120 BRADSTROM DRAIN 0.5 MI N OF MCMILLAN RD 13' Main 119 NA 2- OTHER 1900 7554 C02-61012 M-120 BEAN CREEK AT BARD RD 10' Main 119 NA 2- OTHER 1900 7555 C03-61012 M-120 ROBINSON DRAIN 0.3 MI S OF M-82 12' Main 119 NA 2- OTHER 1900 7556 R01-61012 M-120 CSX RR 0.2 MI NE OF N MUSKEGON 3 = 129' Main 332 MONO CONC 2 - 48.88' HS 20 1985 7557 B01-61023 M-46 HALL DRAIN 9.0 MI E OF US-31 1 = 35' Main 505 BITUMINOUS 2 - 43.96' HS 20 1958 7558 B02-61023 M-46 BIG DRAIN 11.5 MI E OF US-31 1 = 35' Main 505 INTEG CONC 2 - 44' HS 20 1958 CROCKERY CREEK 4.6 MI W OF M-37 1 = 40' 7559 B03-61023 M-46 1999 Main 505 INTEG CONC 2 - 44' HS 20 1958 1999 7560 C01-61023 M-46 HALL,HOGAN&DARBY DRAIN 0.1 MI E MAPLE ISLAND RD 15' Main 119 NA 4- OTHER 1900 7561 C02-61023 M-46 CANADA DRAIN 2.9 MI W OF M-37 10' Main 119 NA 2- OTHER 1900 7562 C03-61023 M-46 J SMITH DRAIN 100' W OF PETERS RD 17' Main 319 NA 2- OTHER 1900 7563 C04-61023 M-46 BR J SMITH DRAIN 0.9 MI W OF M-37 10' Main 119 NA 2- OTHER 1900 7564 C05-61023 M-46 BR J SMITH DRAIN 0.8 MI W OF M-37 16' Main 119 NA 2- OTHER 1900 7565 C06-61023 M-46 BR J SMITH DRAIN 0.6 MI W OF M-37 15' Main 119 NA 2- OTHER 1900 - 30 - ********************************************************************************************************************************************************************************************************************************************************* 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 ********************************************************************************************************************************************************************************************************************************************************* Muskegon ************** 7566 C07-61023 M-46 NO NAME 0.2 MI W OF MOORLAND RD 7567 P01-61023 PED X-OVER @ CARR M-46 4.0 MI E OF MUSKEGON 5 = 118' 11' Main 119 NA Main 303 Appr 300 OTHERC 2- 4- 75.8' R OTHER 1900 Pedestrian 1971 18' - 1'' R 7568 B01-61072-1 US-31 NB BLACK CREEK 1.0 MI N OF I-96 1 = 60' Main 332 LATEX CONC 2 - 43' HS 20 1959 7569 B01-61072-2 US-31 SB BLACK CREEK 1.0 MI N OF I-96 1 = 60' Main 302 MONO CONC 2 - 43' HS 20 1949 7570 R02-61072-1 US-31 NB MI SHORE RR & LAKETON AV 1.0 MI S OF M-46 4 = 226' Main 332 LATEX CONC 3 - 45.28' HS 20 1960 MI SHORE RR & LAKETON AV 1.0 MI S OF M-46 4 = 226' HS 20 1960 US-31 0.7 MI N OF I-96 4 = 190' H 15 1959 US-31 2.0 MI N OF I-96 4 = 189' H 20 1959 US-31 2.3 MI N OF I-96 4 = 205' H 20 1960 US-31 @ M-46 4 = 244' HS 20 1960 US-31 1.5 MI S OF M-46 1 = 80' Railroad 1949 7571 7572 7573 7574 7575 7576 R02-61072-2 S01-61072 S02-61072 S03-61072 S04-61072 X01-61072 US-31 SB SHETTLER RD BROADWAY ST SHERMAN RD M-46 (APPLE ST) MI SHORE RR (ABN) 4Main 332 LATEX CONC BITUMINOUS BITUMINOUS LATEX CONC Main 325 LATEX CONC 15' - 7'' L 51.8' R 15' - 5'' R 15' - 11'' L 70.2' R 4 - 47.9' 5 - 55.8' L Main 204 23' - 7'' R 4 - 47.9' 4 - 55.1' L Main 204 70.9' R 2 - 25.92' 4 - 55.4' L Main 204 23' - 7'' R 3 - 45.28' 4- Main 204 70.9' R 15' - 5'' R 16' - 0'' L 65.9' R 6 - 84.97' 15' - 9'' R 16' - 0'' L 6 - 69.2' L 65' R 4 - 34.8' L 34.8' R NA 15' - 7'' R 14' - 4'' L 14' - 10'' R 7577 B01-61073 US-31BR WHITE RIVER 4.2 MI S OF OCEANA COL 1 = 90' Main 505 INTEG CONC 2 - 49.87' HS 25 1986 7578 R01-61073 US-31 BR HART/MONT. LINEAR SP TRL IN WHITEHALL 1 = 22' Main 302 BITUMINOUS 4 - 54.13' H 15 1933 7579 S01-61074 PONTALUNA US-31 1.0 MI N OF OTTAWA COL 4 = 180' Main 204 LATEX CONC 2 - 25.92' H 15 1958 US-31 2.5 MI N OF OTTAWA COL 2 = 205' HS 25 1993 US-31 0.3 MI S OF I-96 4 = 186' H 15 1959 MUSKEGON RIVER 2.0 MI N OF M-46 3 = 195' 7580 7581 7582 S02-61074 S03-61074 B01-61075 STERNBERG RD HILE RD US-31 SB 4 - 50.5' L Main 532 MONO CONC 5 - 95.8' 4 - 50.9' L Main 204 MONO CONC - 31 - MONO CONC 3 - 52' 14' - 8'' R 16' - 2'' L 50.2' R 2 - 25.92' 5 - 37.4' L Main 332 14' - 8'' L 50.9' R 16' - 10'' R 15' - 1'' L 39.4' R 15' - 5'' R 2007 HS 20 1964 ********************************************************************************************************************************************************************************************************************************************************* 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 ********************************************************************************************************************************************************************************************************************************************************* Muskegon ************** 7583 B02-61075 US-31 NB MUSKEGON RIVER 2.0 MI N OF M-46 3 = 195' Main 332 MONO CONC 4 - 63.98' HS 20 1964 7584 B03-61075 US-31 SB N CHAN MUSKEGON RIVER 2.6 MI N OF M-46 4 = 324' Main 332 LATEX CONC 3 - 43' HS 20 1964 7585 B04-61075 US-31 NB N CHAN MUSKEGON RIVER 2.6 MI N OF M-46 4 = 324' Main 332 LATEX CONC 3 - 42.98' HS 20 1964 7586 B05-61075 US-31 SB WHITE RIVER 1.3 MI N OF S JCT US-31BR 3 = 169' Main 332 MONO CONC 2 - 40.03' HS 20 1965 7587 B06-61075 US-31 NB WHITE RIVER 1.3 MI N OF S JCT US-31BR 3 = 169' Main 332 MONO CONC 2 - 40.03' HS 20 1965 7588 C01-61075 US-31NB BEAR CREEK 0.3 MI N OF M-120 16' Main 319 NA 3- OTHER 1964 7589 C02-61075 US-31SB BEAR CREEK 0.3 MI N OF M-120 16' Main 319 NA 3- OTHER 1964 7590 C03-61075 US-31 AUGUST-ANDERSON DRAIN 0.6 MI SE OF RUSSELL RD 10' Main 119 NA 4- OTHER 1964 7591 R01-61075 US-31 SB CSX RR 1.9 MI N OF M-120 3 = 138' Main 532 BITUMINOUS 2 - 40.03' HS 20 1963 7592 R02-61075 US-31 NB CSX RR 1.9 MI N OF M-120 3 = 138' Main 532 MONO CONC 2 - 40.03' HS 20 1963 7593 S01-61075 MARQUETTE RD US-31 IN MUSKEGON 2 = 121' Main 332 LATEX CONC 4 - 43.96' H 20 1964 US-31 SB 0.2 MI N OF MUSKEGON 3 = 174' HS 20 1964 US-31 SB&US-31 BR EB(TOP 0.2 MI N OF MUSKEGON 3 = 271' HS 20 1964 M-120 2.0 MI NE OF MUSKEGON 3 = 196' HS 25 1964 M-120 2.0 MI NE OF MUSKEGON 3 = 196' US-31 2.6 MI N OF M-120 4 = 253' RILEY THOMPSON RD 3.8 MI N OF M-120 3 = 110' 7594 7595 7596 7597 7598 7599 S02-61075 S02-61075-5 S03-61075 S04-61075 S05-61075 S07-61075 US-31BR EB NB RAMP TO WB BR US-31 SB US-31 NB RUSSELL RD US-31 SB 4 - 58.4' L Main 332 MONO CONC 2 - 40.35' 2 - 51.8' L Main 382 MONO CONC MONO CONC LATEX CONC LATEX CONC BITUMINOUS 91.9' R 14' - 5'' R 91.9' R 14' - 4'' R 15' - 6'' L 69.2' R 15' - 4'' R 37.7' R 14' - 4'' R 2 - 40.35' 2- - 32 - 14' - 7'' R 2 - 28' 4 - 94.8' L Main 532 40.4' R 2 - 40.35' 6- Main 382 14' - 9'' L 75.5' R 2 - 54.2' 6- Main 382 14' - 8'' R 2 - 23.29' 2- Main 382 14' - 7'' L 57.1' R 2002 HS 20 1964 H 20 1964 HS 20 1964 ********************************************************************************************************************************************************************************************************************************************************* 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 ********************************************************************************************************************************************************************************************************************************************************* Muskegon ************** 7600 7601 7602 7603 7604 7605 7606 7607 7608 7609 7610 S08-61075 S09-61075 S10-61075 S11-61075 S12-61075 S13-61075 S14-61075 S15-61075 S16-61075 S17-61075 S18-61075 US-31 NB WHITE LAKE DRIVE WHITE LAKE DRIVE US-31 SB US-31 NB US-31 SB US-31 NB US-31 SB US-31 NB LAKEWOOD RD LAKEWOOD RD RILEY THOMPSON RD 3.8 MI N OF M-120 3 = 110' US-31 SB 7.5 MI NW OF M-120 3 = 141' US-31 NB 7.5 MI NW OF M-120 3 = 141' US-31 BR(COLBY RD) S JCT US-31BR 3 = 127' US-31 BR COLBY RD S JCT US-31BR 3 = 128' WALSH RD 0.6 MI S OF N JCT US-31BR 3 = 109' WALSH RD 0.6 MI S OF N JCT US-31BR 3 = 111' US-31 BR (FRUITVALE RD) N JCT US-31 BR 3 = 111' US-31 BR (FRUITVALE RD) N JCT US-31 BR 3 = 111' US-31 SB 3.5 MI SE OF S JCT US-31 3 = 156' US-31 NB 3.5 MI SE OF S JCT US-31 3 = 156' Main 532 MONO CONC 2 - 40.35' 2- Main 332 Main 332 LATEX CONC LATEX CONC MONO CONC 15' - 1'' L 2 - 66.3' L 15' - 3'' R 2 - 25.92' Main 332 MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC 37.7' R 15' - 2'' R 37.7' R 14' - 11'' R 39.7' R 14' - 5'' R 40' R 14' - 5'' R 2 - 25.92' 2 - 57.4' L Main 332 14' - 5'' R 3 - 45.28' 2- Main 332 52.2' R 2 - 40.35' 2- Main 332 14' - 8'' R 2 - 40.35' 2- Main 332 51.8' R 2 - 40.35' 2- Main 332 15' - 2'' R 2 - 45.28' 3- Main 332 65.6' R 2 - 40.35' 3- 15' - 0'' L 56.8' R 14' - 10'' R 56.1' R 14' - 10'' R 2 - 25.92' 2- HS 20 1964 H 20 1964 H 20 1964 HS 20 1963 HS 20 1963 HS 20 1965 HS 20 1965 HS 20 1965 HS 20 1965 H 15 1964 H 15 1964 14' - 4'' R 2 - 25.92' 2Main 332 37.7' R 7611 B01-61076 M-120 MUSKEGON RIVER IN MUSKEGON 3 = 278' Main 532 MONO CONC 4 - 66.93' HS 25 2001 7612 B02-61076 M-120 SB CEDAR CREEK IN N MUSKEGON 3 = 305' Main 532 MONO CONC 2 - 43.96' HS 25 1996 7613 B03-61076 M-120 NB CEDAR CREEK IN N MUSKEGON 3 = 305' Main 532 MONO CONC 2 - 43.96' HS 25 1996 7614 R01-61131 M-37 CSX RR 1.1 MI S OF BAILEY 3 = 167' Main 532 MONO CONC 2 - 47' HS 25 1999 7615 B01-61151 I-96 BS,US-31 BR LITTLE BLACK CREEK IN MUSKEGON HTS 1 = 25' Main 101 MONO CONC 4 - 129.92' HS 20 1953 7616 B02-61151-3 I-96 BS EB BLACK CREEK 1.3 MI NW OF US-31 3 = 60' Main 402 LATEX CONC 2 - 45.93' HS 20 1957 1981 - 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 ********************************************************************************************************************************************************************************************************************************************************* Muskegon ************** 7617 B02-61151-4 I-96 BS WB BLACK CREEK 1.3 MI NW OF US-31 3 = 60' 13545 C01-61151 US-31BS 7618 S01-61151 BROADWAY AVE I-96 BS 3.9 MI NW OF US-31 4 = 167' I-96 BS 0.4 MI NW OF US-31 4 = 298' I-96 BS IN MUSKEGON (I-96 BS) 2 = 209' I-96 BS 4.1 MI NW OF US-31 (I-96- 2 = 127' I-96 BS 0.7 MI NW OF US-31 2 = 207' NORRIS CREEK 0.9 MI NW OF OTTAWA COL 3 = 165' I-96 WB NORRIS CREEK 0.9 MI NW OF OTTAWA COL 3 = 165' AIRLINE ROAD US-31 @ US-31 & I-96 INTERCHG 4 = 162' US-31 RAMP @ US-31 & I-96 INTERCHG 3 = 137' I-96 @ US-31 (I-96 UNDER) 4 = 213' HILE RD 0.4 MI SE OF US-31 3 = 147' I-96 1.3 MI SE OF US-31 4 = 328' AIRLINE ROAD 2.0 MI NW OF OTTAWA COL 3 = 138' AIRLINE ROAD 2.0 MI NW OF OTTAWA COL 3 = 143' I-96 0.3 MI NW OF OTTAWA COL 7 = 401' 7620 7621 7622 7623 7624 7625 7626 7627 7628 7629 7630 7631 7632 S02-61151 X02-61151 X03-61151 X04-61151 B01-61152 B02-61152 S01-61152 S02-61152 S03-61152 S04-61152 S05-61152 S06-61152 S07-61152 S08-61152 AIRPORT RD CSX RR MI SHORE CSX RR I-96 EB AIRLINE ROAD US-31 I-96 STERNBERG RD I-96 EB I-96 WB FRUITPORT RD LATEX CONC HS 25 2 - 45.93' 1957 1981 CRESS CREEK 0.5 MI W OF US-31 7619 Main 402 16' Main 119 BITUMINOUS 4- Main 332 BITUMINOUS 4 - 43.96' 4 - 51.2' L Main 332 Main 325 Main 352 Main 325 Main 532 MONO CONC 14' - 9'' L 51.2' R 2 - 25.92' 45.9' R 4 - 50.2' L 50.2' R 4 - 50.9' L 50.5' R 4 - 39.4' L 38.7' R NA LATEX CONC 1955 H 15 1959 2000 Railroad 1956 Railroad 1958 Railroad 1959 HS 20+Mod 1961 14' - 9'' R 15' - 1'' L NA HS 20 14' - 10'' R 14' - 9'' L NA 1957 14' - 7'' R 16' - 1'' L 4 - 45.9' L OTHER 15' - 0'' R 15' - 1'' L 15' - 1'' R 2 - 42.98' 1992 Main 532 LATEX CONC 2 - 42.98' HS 20+Mod 1961 1992 Main 332 LATEX CONC 2 - 39.37' 4 - 41' L Main 332 LATEX CONC INTEG CONC MONO CONC 1961 HS 20+Mod 1961 HS 20 1959 15' - 0'' L HS 20 1961 16' - 2'' L H 15 1961 HS 20+Mod 1961 40' R 19' - 5'' R 6 - 105.64' 6 - 50.9' L Main 332 HS 20+Mod 15' - 0'' R 2 - 39.37' 2- Main 332 14' - 10'' L 36.7' R 14' - 7'' L 51.2' R 6 - 112.2' 14' - 8'' R 2 - 41' L Main 382 Appr 000 LATEX CONC Main 332 LATEX CONC 2 - 31.5' 6 - 67.3' L MONO CONC LATEX CONC 15' - 1'' R 37.7' R 16' - 7'' R 1991 HS 20+Mod 2 - 30' 4 - 55.1' L - 34 - 37.7' R 3 - 53.48' 2- Main 332 16' - 3'' R 2 - 43.31' 2- Main 332 67.6' R 16' - 8'' L 54.8' R 1961 1991 HS 20 1961 ********************************************************************************************************************************************************************************************************************************************************* 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 ********************************************************************************************************************************************************************************************************************************************************* Muskegon ************** 7633 B01-61153 US-31 BR WB S BR MUSKEGON RIVER IN MUSKEGON 3 = 97' 3 = 104' Main 532 LATEX CONC 4 - 63.5' HS 20 1964 Main 532 MONO CONC HS 20 4 - 72.18' 1964 2004 7634 B02-61153 US-31 BR EB S BR MUSKEGON RIVER IN MUSKEGON 7635 B03-61153 US-31 BR WB S BR MUSKEGON RIVER IN MUSKEGON 3 = 105' Main 532 LATEX CONC 2 - 39.5' HS 20 1964 7636 B04-61153 US-31 BR EB MUSKEGON RIVER IN MUSKEGON 3 = 115' Main 506 MONO CONC 2 - 49' H 20 2010 12610 S01-61153 US-31 BR NB SB WEBSTER ST 0.20 MI N OF SOUTHERN AVE 3 = 170' Main 532 MONO CONC 2 - 29.86' HS 20 1993 2- - 35 - 16' - 3'' L 42' R 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 ********************************************************************************************************************************************************************************************************************************************************* Newaygo ************** 7713 B01-62014 M-20 WHITE RIVER 6.5 MI E OF HESPERIA 3 = 152' 2 = 12' Main 319 NA 2- OTHER 1900 Main 332 LATEX CONC 2 - 44' HS 20 1970 2008 7714 C01-62014 M-20 WRIGHT CREEK 0.5 MI E OF DICKENSON AVE 7715 C02-62014 M-20 BR WHITE RIVER 0.2 MI E OF OSBORNE AVE 2 = 10' Main 319 NA 2- OTHER 1970 7716 C03-62014 M-20 BLACK CREEK 0.2 MI E OF LUCE RD 1 = 11' Main 319 NA 2- OTHER 1970 7785 B01-62015 M-20 (PINE HILL) WHITE RIVER IN WHITE CLOUD 1 = 90' Main 506 INTEG CONC 2 - 40' HS 25 2005 12948 C01-62015 M-20 FLINTON CREEK 2 MI E OF WHITE CLOUD 19' Main 719 BITUMINOUS 2 - 40' H 20 1984 13329 C02-62015 M-20 UNNAMED WATERCOURSE 400' E OF COTTONWOOD RD 12' Main 119 BITUMINOUS 2- HS 20 2007 13475 C03-62015 M-20 FILTON CREEK 150' E OF POPLAR AVE 12' Main 119 NA 2 - 38' HS 20 2008 7717 B01-62021 M-120 BRATON CREEK 4.7 MI S OF HESPERIA 1 = 31' Main 104 BITUMINOUS 2 - 36.09' H 15 1935 7718 C01-62021 M-120 CUSHMAN CREEK 0.4 MI S OF ROOSEVELT RD 1 = 13' Main 119 NA 2- OTHER 1970 7719 C02-62021 M-120 BR BRATON CREEK 0.1 MI S OF CLEVELAND RD 1 = 16' Main 119 NA 2- OTHER 1900 7720 C01-62022 M-82 WILLIAMS CREEK 5.0 MI SE OF FREMONT 1 = 16' Main 119 NA 2- OTHER 1900 7721 C02-62022 M-82 BUTLER CREEK 0.1MI W OF LUCE RD 1 = 10' Main 119 NA 2- OTHER 1900 7722 C03-62022 M-82 BR BUTLER CREEK 0.3 MI E OF WARNER AVE 1 = 17' Main 119 NA 2- OTHER 1900 7723 B01-62031 M-37 MUSKEGON RIVER IN NEWAYGO 5 = 555' Main 303 MONO CONC 4 - 51' HS 20 1953 WHITE RIVER 0.3 MI S OF WHITE CLOUD 1 = 44' CROCKERY CREEK 0.6 MI N OF MUSKEGON COL 1 = 13' 7724 7725 B02-62031 C01-62031 M-37 M-37 2000 Main 332 INTEG CONC 2 - 33.14' H 15 1928 1984 Main 119 - 36 - NA 2- OTHER 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 ********************************************************************************************************************************************************************************************************************************************************* Newaygo ************** 7726 C02-62031 M-37 BROOKS CREEK S STATE ST IN NEWAGO 1 = 12' Main 119 NA 2- OTHER 1900 7727 C03-62031 M-37 PENOYER CREEK 0.2 MI N OF 56TH ST 1 = 14' Main 119 NA 2- OTHER 1900 7728 R01-62031 M-82 CSX RR IN NEWAYGO 5 = 315' Main 505 LATEX CONC 2 - 32.15' HS 25 1986 7729 R02-62031 M-37 CSX RR , PENOYER CREEK IN NEWAYGO 4 = 289' Main 506 INTEG CONC 4 - 68' HS 25 1984 BROOKS CREEK 1.4 MI E OF M-37 2 = 12' 7730 C01-62041 M-82 2007 Main 319 - 37 - NA 2- OTHER 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 ********************************************************************************************************************************************************************************************************************************************************* Oceana ************** 8315 C01-64011 OCEANA DR(OLD US31 CARLETON CREEK 0.2 MI N OF WINSTON RD 1 = 15' Main 119 NA 2- OTHER 1900 8316 C02-64011 OCEANA DR(OLDUS31) CARLETON CREEK 0.5 MI N OF WINSTON RD 1 = 15' Main 119 NA 2- HS 20+Mod 1900 8317 C03-64011 OCEANA DR(OLDUS31) DORRANCE CREEK 0.3 MI N OF M-20 1 = 18' Main 119 NA 2- OTHER 1900 8318 B01-64012 US-31 (OLD) PENTWATER RIVER N LTS OF HART 3 = 270' Main 303 MONO CONC 4 - 56' HS 20 1954 2008 8319 B02-64012 US-31BR N BR PENTWATER RIVER 2.7 MI SE OF PENTWATER 3 = 175' Main 506 MONO CONC 2 - 43' HS 20 2001 8320 B03-64012 US-31 BR BASS LAKE CREEK 0.6 MI S OF MASON COL 1 = 51' Main 505 MONO CONC 2 - 44' H 15 2000 8325 R01-64014 US-31 SB HART-MONTAGUE TRAIL 2.5 MI S OF ROTHBURY 3 = 177' Main 332 MONO CONC 2 - 43' HS 25 1974 8326 R02-64014 US-31 NB HART-MONTAGUE TRAIL 2.5 MI S OF ROTHBURY 3 = 174' Main 332 MONO CONC 2 - 43' HS 25 1974 8327 S01-64014 US-31 SB OCEANA DRIVE (OLD US-31) 1.5 MI S OF ROTHBURY 1 = 110' Main 382 MONO CONC 2 - 42.65' HS 25 1974 US-31 0.5 MI SW OF ROTHBURY 3 = 376' H 20 1974 US-31 1 MI W OF ROTHBURY 4 = 319' H 20 1973 US-31 SB 2 MI SW OF NEW ERA 1 = 152' H 20 1973 US-31 NB 2 MI SW OF NEW ERA 1 = 152' H 20 1973 US-31 1.8 MI W OF NEW ERA 3 = 347' HS 20 1974 OCEANA DRIVE (OLD US-31) 1.5 MI S OF ROTHBURY 1 = 110' HS 25 1974 S BRANCH PENTWATER RIVER 3 MI NW OF HART 3 = 212' HS 25 1977 S BRANCH PENTWATER RIVER 3 MI NW OF HART 3 = 210' 8328 8329 8330 8331 8332 8333 8334 8335 S02-64014 S03-64014 S05-64014 S06-64014 S07-64014 S08-64014 B01-64015 B02-64015 WEBSTER RD WINSTON RD PARK RD PARK RD M-20 EXT US-31 NB US 31 SB US-31 NB 2Main 382 MONO CONC 2 - 41.99' 4 - 85' L Main 382 MONO CONC MONO CONC Main 382 MONO CONC MONO CONC MONO CONC LATEX CONC 16' - 7'' R 77.8' R 16' - 7'' R 16' - 11'' L 99.3' R 16' - 7'' R 44' R 15' - 5'' R 2 - 42.65' 2- Main 332 16' - 8'' L 77.8' R 2 - 47.9' 4 - 99.5' L Main 382 16' - 3'' R 2 - 36.42' 2- Main 382 17' - 0'' R 16' - 4'' L 99.9' R 2 - 36.42' 2- 16' - 2'' R 16' - 5'' L 88.1' R 2 - 40.35' 4 - 99.9' L Main 382 44' R 2 - 41' 1987 Main 332 - 38 - MONO CONC 2 - 41' HS 25 1977 ********************************************************************************************************************************************************************************************************************************************************* 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 ********************************************************************************************************************************************************************************************************************************************************* Oceana ************** 8336 B03-64015 US-31 SB N BRANCH PENTWATER RIVER 4 = 738' 1.5 MI EAST OF PENTWATER Main 482 LATEX CONC 3 - 42' HS 25 1980 8337 B04-64015 US-31 NB N BRANCH PENTWATER RIVER 3 = 556' 1.5 MI EAST OF PENTWATER Main 482 MONO CONC 3 - 44' HS 25 1980 8338 C01-64015 US-31 NB DORRANCE CREEK 0.1 MI N OF HAYES RD 1 = 12' Main 319 NA 2- OTHER 1976 8339 C02-64015 US-31 SB DORRANCE CREEK 0.2 MI N OF HAYES RD 1 = 12' Main 319 NA 2- OTHER 1976 8340 R01-64015 US-31 SB LOG RD & CSX RR (ABN) 2.0 MI NW OF SHELBY 4 = 269' Main 332 MONO CONC 2 - 42.65' HS 25 1975 LOG RD & CSX RR (ABN) 1.5 MI W OF HART 3 = 164' HS 25 1975 LOG RD & CSX RR (ABN) 2.0 MI NW OF SHELBY 4 = 269' HS 25 1975 LOG RD & CSX RR (ABN) 1.5 MI W OF HART 3 = 164' HS 25 1975 US-31 SB 2.5 MI SW OF SHELBY 3 = 181' H 20 1975 US-31 NB 2.5 MI SW OF SHELBY 3 = 179' H 20 1975 GRANT ROAD 1.5 MI SW OF SHELBY 3 = 115' HS 25 1975 US-31 0.75 MI W OF SHELBY 2 = 268' H 20 1975 BUCHANAN ROAD 1.5 MI NW OF SHELBY 3 = 150' HS 25 1975 BUCHANAN ROAD 1.5 MI NW OF SHELBY 3 = 122' HS 25 1975 US-31 2 MI SW OF HART 5 = 331' H 20 1976 US-31 BR POLK RD 1.5 MI W OF HART 1 = 96' HS 25 1975 US-31 1.0 MI W OF HART 5 = 370' H 20 1976 8341 8342 8343 8344 8345 8346 8347 8348 8349 8350 8351 8352 R02-64015 R03-64015 R04-64015 S01-64015 S02-64015 S03-64015 S04-64015 S06-64015 S07-64015 S08-64015 S09-64015 S10-64015 US-31 SB US-31 NB US-31 NB HAYES ROAD HAYES ROAD US-31 SB SHELBY ROAD US-31 SB US-31 NB TAYLOR ROAD US-31 NB TYLER ROAD 2Main 532 MONO CONC MONO CONC MONO CONC LATEX CONC Main 382 MONO CONC LATEX CONC MONO CONC EPOXY OVLY EPOXY OVLY MONO CONC Main 382 MONO CONC - 39 - 89.1' R 16' - 1'' R 42' R 16' - 4'' R 16' - 5'' L 98' R 15' - 11'' R 39.7' R 24' - 4'' R 39.7' R 17' - 7'' R 16' - 1'' L 2 - 37.73' 4 - 86.9' L MONO CONC 15' - 11'' R 2 - 41.2' 86.9' R 18' - 0'' R 44' R 14' - 7'' R 2 - 42.65' 2- Main 332 Appr 000 88.2' R 2 - 41.2' 2Main 332 Appr 000 15' - 3'' R 2 - 41.99' 2Main 332 61.4' R 2 - 42.65' 4 - 327.8' L Main 332 14' - 7'' R 2 - 37.73' 2Main 382 57.7' R 2 - 37.73' 2- 2Main 332 15' - 3'' R 3 - 53' 2- Main 382 Appr 000 61.4' R 2 - 42.65' 2- Main 532 15' - 3'' R 3 - 53' 2- Main 332 61.4' R 17' - 6'' L 2 - 41.99' 4 - 82' L 82' R 16' - 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 ********************************************************************************************************************************************************************************************************************************************************* Oceana ************** 8353 8354 8355 8356 8357 8358 8359 8360 S12-64015 S13-64015 S14-64015 S15-64015 S16-64015 S17-64015 S18-64015 S19-64015 US-31 SB US 31 NB US-31 SB HAMMETT ROAD US-31 BUS LOOP US-31 NB US-31 SB US-31 NB WAYNE ROAD 2.5 MILES NW OF HART 1 = 93' WAYNE ROAD 2.5 MILES NW OF HART 1 = 93' US-31 BR (MONROE ROAD) 4.0 MI N OF HART 1 = 106' US 31 1 MILE E OF PENTWATER 5 = 415' US-31 NORTH OCEANA COUNTY LINE 5 = 366' GRANT ROAD 1.5 MI SW OF SHELBY 3 = 115' US-31 BR POLK RD 1.5 MI W OF HART 1 = 96' US-31 BR (MONROE RD) 4.0 MI N OF HART 1 = 105' Main 332 LATEX CONC 2 - 41.34' 2- Main 332 MONO CONC MONO CONC Main 382 MONO CONC MONO CONC MONO CONC MONO CONC LATEX CONC 15' - 11'' R 16' - 1'' L 16' - 4'' R 2 - 49.21' 16' - 7'' L 94' R 16' - 3'' R 42' R 14' - 7'' R 44' R 15' - 2'' R 44' R 16' - 9'' R 2 - 42.65' 2 - 42.65' 2- Main 332 44' R 4 - 327.8' L 327.8' R 2Main 382 15' - 0'' R 2 - 39.04' 4 - 94' L Main 332 39.7' R 2 - 41.67' 2- Main 382 15' - 1'' R 2 - 41.34' 2- Main 332 39.7' R 2 - 41.67' 2- HS 25 1977 HS 25 1977 HS 25 1977 H 20 1979 HS 20 1978 HS 25 1975 HS 25 1975 HS 25 1977 8361 C01-64016 US-31BR RUSSELL CREEK 0.3 MI E OF US-31 1 = 12' Main 319 NA 2- OTHER 1976 8362 B01-64022 M-20 N BR WHITE RIVER 9.4 MI E OF US-31 3 = 137' Main 532 MONO CONC 2 - 45' HS 20 1963 8363 B02-64022 M-20 WHITE RIVER 0.8 MI W OF NEWAYGO COL 2 = 90' Main 532 MONO CONC 2 - 45' HS 20 1963 8364 C01-64022 M-20 KNUTSON CREEK 0.4 MI E OF 164TH AVE 1 = 12' Main 119 NA 2- OTHER 1963 8365 C02-64022 M-20 GILLON LAKE DRAIN 1.3 MI E OF 132ND AVE 1 = 12' Main 319 NA 2- OTHER 1963 - 40 - ********************************************************************************************************************************************************************************************************************************************************* 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 ********************************************************************************************************************************************************************************************************************************************************* Ottawa ************** 8689 8690 B01-70013-1 B01-70013-2 US-31 NB BLACK RIVER 0.4 MI N OF M-21 3 = 240' US-31 SB BLACK RIVER 0.4 MI N OF M-21 3 = 240' Main 452 LATEX CONC HS 20 2 - 45' 1949 1984 Main 452 LATEX CONC 2 - 53' HS 20 1958 1984 8691 B02-70013-1 US-31 NB PIGEON RIVER 4.4 MI SE OF M-45 1 = 55' Main 332 MONO CONC 2 - 42' HS 20 1949 8692 B02-70013-2 US-31 SB PIGEON RIVER 4.4 MI SE OF M-45 1 = 55' Main 332 MONO CONC 2 - 42' HS 20 1958 8693 C01-70013 US-31 BARRMAN DRAIN 0.2 MI S OF QUINCY RD 1 = 12' Main 119 NA 4- OTHER 1958 8694 R01-70013-1 US-31 NB CSX RR 0.5 MI N OF M-21 5 = 212' Main 302 LATEX CONC 2 - 43.5' HS 20 1949 CSX RR 0.5 MI N OF M-21 5 = 212' LAKEWOOD BLVD 0.6 MI N OF I-196 BL 1 = 118' US-31 NB S CHANNEL GRAND RIVER IN GRAND HAVEN (N 7TH ST) 4 = 200' 4 = 200' Main 332 LATEX CONC 2 - 41.01' HS 20 1957 Main 316 Appr 303 EPOXY OVLY 6 - 78.8' HS 20 1960 Main 332 LATEX CONC 8695 8696 8697 R01-70013-2 S01-70013 B01-70014-1 US-31 SB US-31 1984 US-31 SB 8699 B02-70014 US-31 GRAND RIVER GRAND HAVEN-FERRYSBURG 7 = 693' GTW RR & M-104 IN FERRYSBURG 4 = 260' 3RD ST (M-104) IN FERRYSBURG AT 3RD ST 3 = 150' US-31 IN FERRYSBURG 3 = 166' US-31 N LTS OF FERRYSBURG 4 = 200' US-31 2.0 MI N OF M-104 4 = 180' I-196 BL 1.0 MI E HOLLAND 4 = 192' 8701 8702 8703 8704 8705 S01-70016 S02-70016 S03-70016 S04-70016 S01-70021 US-31 OLD US-31(RIDGE ST VAN WAGNER RD TAFT RD US-31 HS 20 1958 Main 382 LATEX CONC 5 - 109.91' Main 332 LATEX CONC 66.3' R HS 25 1984 H 15 1931 14' - 8'' R 2 - 41.01' 1980 B01-70014-2 US-31 2 - 60.4' 2- 8698 R01-70016 LATEX CONC 1984 S CHANNEL GRAND RIVER IN GRAND HAVEN (N 7TH ST) 8700 Main 302 2006 4 - 69.23' 2- Main 204 MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC HS 20 1958 H 20 1957 H 15 1957 H 15 1958 HS 20 1959 14' - 10'' R 14' - 9'' L 59.1' R 1959 14' - 6'' R 14' - 10'' L 51.8' R HS 20 19' - 3'' R 15' - 11'' L 49.9' R 6 - 115.81' 6 - 59.1' L - 41 - 20' - 0'' L 39' R 2 - 25.92' 4 - 50.2' L Main 332 15' - 6'' R 2 - 25.92' 4 - 50.2' L Main 204 47.9' R 2 - 26.9' 4 - 44.9' L Main 204 18' - 4'' R 5 - 88.25' 2- Main 505 57.1' R 14' - 9'' 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 ********************************************************************************************************************************************************************************************************************************************************* Ottawa ************** 8706 B01-70023 I-196BL EB BLACK RIVER 0.8 MI NE OF US-31 3 = 180' Main 332 LATEX CONC 2 - 35.1' HS 20 1955 8707 B02-70023 I-196BL WB BLACK RIVER 0.8 MI NE OF US-31 3 = 180' Main 532 MONO CONC 2 - 42.98' HS 25 1930 1997 8708 B03-70023-3 I-196BL EB BR OF BLACK RIVER 2.0 MI NE OF US-31 1 = 60' Main 332 MONO CONC 2 - 37' HS 20 1955 8709 B03-70023-4 I-196BL WB BR OF BLACK RIVER 2.0 MI NE OF US-31 1 = 60' Main 332 MONO CONC 2 - 37' HS 20 1955 8710 B04-70023 M-121 EB MACATAWA RIVER 7.5 MI NE OF US-31 1 = 40' Main 302 MONO CONC 2 - 44' HS 20 1955 8711 B05-70023 M-121 WB MACATAWA RIVER ZEELAND TWP SEC 10 3 = 66' Main 506 MONO CONC 2 - 44' H 15 2004 8712 B06-70023 M-121 BUTTERMILK CREEK 4.9 MI SW OF KENT CO LINE 1 = 35' Main 302 MONO CONC 6 - 122' HS 20 1949 8713 B07-70023 M-121 EB RUSH CREEK 3.7 MI SW OF KENT CO LINE 1 = 41' Main 302 MONO CONC 2 - 40' H 20 1941 8714 B08-70023 M-121 WB RUSH CREEK 3.7 MI SW OF KENT CO LINE 1 = 57' Main 332 MONO CONC 2 - 39' HS 20 1972 8715 B09-70023 M-121 RUSH CREEK 0.2 MI SW OF KENT CO LINE 1 = 51' Main 332 MONO CONC 4 - 94' HS 20 1933 1965 8716 C01-70023 I-196 BL CEDAR DRAIN 0.3 MI SW OF STATE ST 2 = 16' Main 119 NA 4- OTHER 1900 8717 C02-70023 I-196 BL ROSE DRAIN AT MAPLE LN E OF ZEELAND 2 = 14' Main 119 NA 4- OTHER 1900 8718 C03-70023 M-121 EB BLACK RIVER 3.1 MI SW OF HUDSONVILLE 1 = 16' Main 119 NA 2- OTHER 1900 8719 C04-70023 M-121 WB BLACK RIVER 3.1 MI SW OF HUDSONVILLE 1 = 15' Main 119 NA 2- OTHER 1942 8720 C05-70023 M-121 EB BLACK RIVER 2.7 MI SW OF HUDSONVILLE 1 = 12' Main 119 NA 2- OTHER 1942 8721 C06-70023 M-121 WB BLACK RIVER 2.8 MI SW OF HUDSONVILLE 1 = 10' Main 119 NA 2- OTHER 1942 8722 B01-70024 I-196 EB BLACK RIVER 3.5 MI E OF HOLLAND 3 = 192' Main 332 MONO CONC 2 - 42' HS 20 1972 - 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 ********************************************************************************************************************************************************************************************************************************************************* Ottawa ************** 8723 B02-70024 I-196 WB BLACK RIVER 3.5 MI E OF HOLLAND 3 = 192' Main 332 MONO CONC 2 - 42' HS 20 1972 8724 B03-70024 I-196 EB BLACK RIVER 2 MI E OF ZEELAND 3 = 180' Main 332 MONO CONC 2 - 42' HS 20 1972 8725 B04-70024 I-196 WB BLACK RIVER 2 MI E OF ZEELAND 3 = 180' Main 332 MONO CONC 2 - 42' HS 20 1972 8726 C01-70024 I-196 NO NAME 0.2 MI W OF MILE POST 63 1 = 10' Main 319 NA 4- HS 20 1974 8727 C02-70024 I-196 EB OFF RAMP NO NAME 0.1 MI W OF 32ND AVE 2 = 14' Main 319 NA 1- HS 20 1974 8728 C03-70024 I-196 NO NAME 0.1 MI W OF 32ND AVE 2 = 14' Main 319 NA 4- HS 20 1974 8729 C04-70024 I-196 WB NO NAME 0.1 MI E OF MI POST 64 1 = 11' Main 319 NA 4- HS 20 1974 8730 C05-70024 I-196 EB NO NAME 0.1 MI E OF MI POST 64 1 = 11' Main 319 NA 2- HS 20 1974 8731 C06-70024 I-196 RUSH CREEK 0.1 MI W OF KENT CO LINE 3 = 40' Main 319 NA 4 - 35.8' HS 20 1974 13539 C07-70024 I-196 WB ON RAMP NO NAME 0.1 MI W OF 32ND AVE 14' Main 319 NONE 1- HS 20 1974 13428 P01-70024 NON-MOTORIZED PATH I-196 0.1 MI N OF ADAMS ST 238' Main MONO CONC Pedestrian 2009 H 20 1972 HS 20 1972 16' - 4'' L H 20 1972 15' - 1'' L HS 20 1972 HS 20 1972 HS 20 1972 8732 8733 8734 8735 8736 8737 S01-70024 S02-70024 S03-70024 S04-70024 S05-70024 S06-70024 ADAMS RD I-196 EB 88TH AVE I-196 EB I-196 EB I-196 WB 17' - 7'' L 4- I-196 1 MI E OF HOLLAND 2 = 250' 96TH AVE 1.5 MI N OF ALLEGAN COL 1 = 118' I-196 2.9 MI NE OF ALLEGAN COL 2 = 258' I-196 BL(BYRON ROAD) E LTS OF ZEELAND 2 = 178' 64TH AVE 3 MI E OF ZEELAND 1 = 96' 64TH AVE 3 MI E OF ZEELAND 1 = 96' Main 382 MONO CONC 3 - 55.77' 5 - 89.2' L Main 382 MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC 86.6' R 41.3' R 15' - 1'' R 42' R 14' - 4'' R 42' R 14' - 4'' R 2 - 41.99' 2- - 43 - 14' - 6'' R 2 - 41.99' 2- Main 382 41.3' R 3 - 49.87' 5 - 50.5' L Main 382 15' - 9'' L 85.3' R 2 - 35.76' 4 - 85.3' L Main 382 17' - 8'' R 2 - 41.99' 2- Main 382 99.9' 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 ********************************************************************************************************************************************************************************************************************************************************* Ottawa ************** 8738 8739 8740 8741 8742 8743 8744 8745 8746 S07-70024 S08-70024 S09-70024 S10-70024 S11-70024 S12-70024 S13-70024 S14-70024 S15-70024 I-196 EB I-196 WB I-196 EB I-196 WB I-196 EB I-196 WB 8TH AVE I-196 WB I-196 WB 48TH AVE 4.4 MI NE OF I 96 BL 3 = 119' 48TH AVE 4.4 MI NE I 96 BL 3 = 119' 32ND AVE 1 MI S OF HUDSONVILLE 1 = 120' 32ND AVE 1 MI S OF HUDSONVILLE 1 = 120' 22ND AVE 2.2 MI N OF JAMESTOWN 3 = 125' 22ND AVE 2.2 MI N OF JAMESTOWN 3 = 130' I-196 1 MI W OF KENT CO LINE 4 = 279' 96TH AVE 1.5 MI N OF ALLEGAN COL 1 = 118' I-196BL (BYRON RD) E LIMITS OF ZEELAND 2 = 171' Main 332 MONO CONC 2 - 41.99' 2- Main 332 MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC MONO CONC 14' - 3'' R 41.3' R 14' - 4'' R 56.4' R 14' - 7'' R 16' - 2'' L 88.6' R 16' - 2'' R 41.3' R 17' - 9'' R 2 - 41.99' 2- Main 382 67.9' R 2 - 41.99' 4 - 88.6' L Main 382 15' - 2'' R 2 - 59.06' 2- Main 382 67.6' R 2 - 41.99' 2- Main 332 14' - 8'' R 2 - 41.99' 2- Main 332 42' R 2 - 41.99' 2- Main 382 15' - 6'' R 2 - 41.99' 2- Main 382 42' R 2 - 41.99' 5 - 51.5' L 14' - 6'' L 41' R HS 20 1971 HS 20 1971 HS 20 1972 HS 20 1972 HS 20 1972 HS 25 1972 2001 H 20 1972 HS 20+Mod 1972 HS 20 1972 14' - 7'' R 13016 B01-70025 M-6 WB RUSH CREEK JAMESTOWN TWP SEC 1-2 89' Main 532 MONO CONC 2 - 44' HS 25 2002 13017 B02-70025 M-6 EB RUSH CREEK JAMESTOWN TWP SEC 1-2 89' Main 532 MONO CONC 3 - 55' HS 25 2002 13024 B03-70025 8TH AVE M-6, RUSH CREEK JAMESTOWN TWP SEC 1-2 423' Main 382 MONO CONC 5 - 85.96' HS 25 2002 139' 13025 B04-70025 M-6 WB RMP TO 8TH RUSH CREEK JAMESTOWN TWP SEC 1 13026 B05-70025 M-6 EB RMP TO 8TH RUSH CREEK JAMESTOWN TWP SEC 2 13028 B06-70025 RMP, 8TH TO M-6 EB RUSH CREEK JAMETOWN TWP SEC 2 13058 B07-70025 M-6 WB MILLER DRAIN JAMESTOWN TWP SEC 1 13053 B08-70025 M-6 EB MILLER DRAIN JAMESTOWN TWP SEC 1 5- 20' - 0'' L 98.4' R 16' - 7'' R Main 532 MONO CONC 1 - 30.84' HS 25 2002 1 = 76' Main 532 MONO CONC 1 - 31' HS 25 2002 80' Main 532 MONO CONC 1 - 34' HS 25 2002 1 = 118' Main 532 MONO CONC 2 - 52.82' HS 25 2002 1 = 118' Main 532 MONO CONC 2 - 53' HS 25 2002 - 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 ********************************************************************************************************************************************************************************************************************************************************* Ottawa ************** 13062 C02-70025 M-6 WILDLIFE CROSSING JAMESTOWN TWP SEC 2 1 = 21' Main 119 NA 4 - 374.67' HS 25 2002 13063 C03-70025 M-6 RAMP MINDERHOUT DRAIN JAMESTOWN TWP SEC 2 1 = 17' Main 119 NA 4 - 285.1' HS 25 2002 13087 C04-70025 8TH AVE AT INTCHNG MINDERHOUT DRAIN JAMESTOWN TWP SEC 1 13' Main 119 NA 2- HS 20 2002 12936 S01-70025 M-6 WB, RAMP C I-196 EB GEORGETOWN TWP SEC 34 1 = 187' Main 382 MONO CONC 2 - 43.31' HS 25 2001 M-6 WB , RAMP C GEORGETOWN TWP SEC 35 1 = 205' HS 25 2001 I-196 EB GEORGETOWN TWP 35 1 = 243' HS 25 2001 JACKSON ST JAMESTOWN TWP SEC 2 3 = 174' HS 25 2002 JACKSON ST JAMESTOWN TWP SEC 2 174' HS 25 2002 H 15 1929 12937 12938 13055 13056 S02-70025 S03-70025 S04-70025 S05-70025 M-6 EB, RAMP D I-196 WB TO M-6 EB M-6 WB M-6 EB 2Main 382 MONO CONC MONO CONC MONO CONC MONO CONC 16' - 6'' R 41.3' R 18' - 7'' R 328' - 1'' L 3 - 59.06' 2- Main 532 41.3' R 1 - 30.51' 2- Main 532 18' - 4'' R 2 - 30.51' 2- Main 382 92.2' R 39.4' R 17' - 9'' R 39.4' R 24' - 3'' R 3 - 59.06' 2- M-45 BASS RIVER 7.7 MI E OF US-31 1 = 40' B03-70041 M-45 SAND CREEK 2.7 MI W OF KENT CO LINE 1 = 66' Main 532 INTEG CONC 6 - 96.13' HS 25 1999 12852 B04-70041-3 M-45 EB GRAND RIVER TALLMADGE TWP SEC 20-29 11 = 1595' Main 532 MONO CONC 2 - 42.98' HS 25 1999 12853 B04-70041-4 M-45 WB GRAND RIVER TALLMADGE TWP SEC 20-29 11 = 1595' Main 532 MONO CONC 2 - 43' HS 25 1999 12713 C01-70041 M-45 BEAR CREEK 5.7 MI E OF US-31 1 = 14' Main 119 NA 2 - 35' H 20 1929 8766 B01-70063 I-96 EB CROCKERY CREEK 1.5 MI E OF M-104 3 = 150' Main 532 LATEX CONC 2 - 43' HS 20 1961 8767 B02-70063 I-96 WB CROCKERY CREEK 1.5 MI E OF M-104 3 = 150' Main 302 LATEX CONC 2 - 45' HS 20 1953 8768 B03-70063-3 I-96 EB DEER CREEK 8.2 MI SE OF M-104 3 = 150' Main 332 MONO CONC 2 - 43' HS 20 1958 8769 B03-70063-4 I-96 WB DEER CREEK 8.2 MI SE OF M-104 3 = 150' Main 332 LATEX CONC 2 - 43' HS 20 1958 8760 8762 B01-70041 Main 302 INTEG CONC 2 - 40' 2000 - 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 ********************************************************************************************************************************************************************************************************************************************************* Ottawa ************** 8770 B04-70063-3 I-96 EB SAND CREEK 2.5 MI NW OF KENT CO LINE 1 = 35' Main 302 MONO CONC 2 - 43' HS 20 1957 8771 B04-70063-4 I-96 WB SAND CREEK 2.5 MI NW OF KENT CO LINE 1 = 35' Main 302 LATEX CONC 3 - 53' HS 20 1957 8772 B05-70063 I-96 EB SAND CREEK 1.4 MI NW OF KENT CO LINE 1 = 35' Main 104 INTEG CONC 4 - 94' HS 20 1956 8773 B06-70063 I-96 WB SAND CREEK 1.3 MI NW OF KENT CO LINE 1 = 35' Main 104 NA 3 - 54' HS 20+Mod 1960 8774 B07-70063 I-96 BR OF SAND CREEK 0.2 MI NW OF KENT CO LINE 1 = 35' Main 505 INTEG CONC 4 - 84' HS 20+Mod 1961 8775 C01-70063 I-96 EB BR CROCKERY CREEK 1.2 MI E OF NUNICA RD 1 = 14' Main 119 NA 2- OTHER 1953 8776 C02-70063 I-96 EB BR CROCKERY CREEK 2.1 MI E OF NUNICA RD 1 = 14' Main 119 NA 2- OTHER 1953 8777 C03-70063 I-96 EB BR CROCKERY CREEK 2.6 MI E OF NUNICA RD 1 = 12' Main 119 NA 2- OTHER 1953 8778 C04-70063 I-96 BR DEER CREEK 7.1 MI E OF NUNICA 1 = 10' Main 119 NA 4- OTHER 1953 8779 S01-70063 NUNICA RD (112TH) I-96 0.8 MI E OF M-104 4 = 262' Main 332 Appr 000 LATEX CONC HS 20+Mod 1961 88TH AVE 3.9 MI E OF M-104 3 = 112' Main 532 MONO CONC HS 20+Mod 1961 88TH AVE 3.9 MI E OF M-104 3 = 112' HS 20+Mod 1961 I-96 6.7 MI SE OF M-104 4 = 254' HS 25 2003 I-96 6.5 MI NW OF KENT CO LINE 4 = 171' H 15 1957 24TH AVE 3.2 MI NW OF KENT CO LINE 3 = 117' HS 20 1958 24TH AVE 3.2 MI NW OF KENT CO LINE 3 = 117' 16' - 2'' L HS 20 1958 I-96 2.2 MI NW OF KENT CO LINE 4 = 190' 14' - 10'' L H 20 1958 8780 8781 8782 8783 8784 8785 8786 S02-70063 S03-70063 S04-70063 S05-70063 S06-70063-3 S06-70063-4 S07-70063 I-96 EB I-96 WB 68TH AVE 48TH AVE I-96 EB I-96 WB 16TH AVE MONO CONC MONO CONC INTEG CONC MONO CONC LATEX CONC 38.4' R 14' - 8'' R 16' - 0'' L 51.2' R 16' - 5'' R 14' - 7'' L 50.2' R 15' - 9'' R 38.1' R 14' - 10'' R 2 - 42.98' 2- Main 332 16' - 8'' R 2 - 26.9' 4 - 49.5' L Main 332 38.4' R 5 - 64.3' 5 - 50.2' L Main 332 16' - 4'' R 2 - 42.98' 2- Main 482 67.3' R 2 - 42.98' 2- Main 532 16' - 2'' L 2 - 26.9' 4 - 66.9' L 2 - 42.98' 2 - 38.1' L Main 332 LATEX CONC 2 - 25.92' 5 - 59.7' L - 46 - 54.8' R 15' - 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 ********************************************************************************************************************************************************************************************************************************************************* Ottawa ************** 8787 8788 8789 S08-70063 S09-70063-3 S09-70063-4 I-96 EB I-96 EB I-96 WB M-11 WB 0.5 MI E OF MARNE 3 = 216' 4 MI RD 0.8 MI NW OF KENT CO LINE 3 = 109' 4 MI RD 0.8 MI NW OF KENT CO LINE 3 = 109' Main 332 LATEX CONC 2Main 532 MONO CONC MONO CONC 37.7' R 14' - 10'' R 37.4' R 14' - 4'' R 37.7' R 14' - 5'' R 2 - 42.98' 2- Main 532 HS 20 3 - 41.34' 2 - 42.98' 2- 1961 1978 HS 20+Mod 1961 HS 20+Mod 1961 8790 C01-70064 I-96 EB VINCENT CREEK 0.5 MI E OF MUSKEGON COL 2 = 15' Main 119 NA 2- OTHER 1961 8791 C02-70064 I-96 WB VINCENT CREEK 0.5 MI E OF MUSKEGON COL 2 = 15' Main 119 NA 2- HS 20 1961 8792 R01-70064-3 I-96 EB GTW RR (ABN) 0.4 MI NW OF M-104 3 = 165' Main 332 MONO CONC 2 - 42.98' HS 20+Mod 1961 8793 R01-70064-4 I-96 WB GTW RR (ABN) 0.4 MI NW OF M-104 3 = 165' Main 332 MONO CONC 2 - 43' HS 20+Mod 1961 8794 S01-70064 APPLE DRIVE I-96 2.5 MI SE OF MUSKEGON COL 4 = 321' Main 382 MONO CONC 2 - 26.9' H 15 1961 M-104 AT SE LIMITS OF NUNICA 3 = 203' HS 20+Mod 1961 M-104 AT SE LIMITS OF NUNICA 3 = 180' 8795 8796 S02-70064 S03-70064 I-96 EB I-96 WB 4 - 67.6' L Main 332 LATEX CONC MONO CONC 15' - 11'' R 52.8' R 15' - 7'' R 52.2' R 14' - 8'' R 2 - 40.35' 3- Main 332 15' - 3'' L 67.6' R 2 - 42.98' 2- 1978 HS 20+Mod 1961 8797 B01-70081 M-104 SPRING LAKE CHANNEL 0.2 MI E OF US-31 5 = 400' Main 382 Appr 000 LATEX CONC 4 - 64' HS 20 1966 8798 C01-70081 M-104 LLOYD BAYOU 100FT W OF KRUEGER ST 1 = 10' Main 119 NA 2- OTHER 1900 8799 C02-70081 M-104 SMITH DRAIN 0.3 MI E OF 130TH AVE 2 = 13' Main 119 NA 2- OTHER 1900 - 47 -