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M-89 (WASHINGTON) over GTW RR & KALAMAZOO RIVER

Map

Coordinates:
+42.32030, -85.19281
42°19'13" N, 85°11'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:M-89 (WASHINGTON) over GTW RR & KALAMAZOO RIVER
Structure number:000000000001192
Old structure number:13113012000R010 (from 1992 edition)
Location:0.1 MI N OF I-94 BL
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:124.0 ft. [37.8 m]
Total length:713.0 ft. [217.3 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:8
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,004 [as of 2007]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:68.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactoryFair1100468.7
July 2015FairSatisfactorySatisfactoryFair1100468.7
July 2013FairSatisfactorySatisfactoryFair1100468.7
July 2011FairSatisfactorySatisfactorySatisfactory1100480.0
July 2009FairSatisfactoryGoodSatisfactory1100481.1
July 2007FairSatisfactoryGoodSatisfactory1676280.1
July 2005FairFairGoodSatisfactory500081.1
July 2003FairFairGoodSatisfactory500081.4
July 2001FairFairGoodSatisfactory500081.4
December 1999FairFairGoodSatisfactory500084.2
September 1997FairFairGoodGood500080.4
June 1995FairSatisfactoryGoodGood400081.6
June 1993FairSatisfactoryGoodGood400081.6
April 1992FairSatisfactoryVery GoodGood400081.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,8863,75113500
Steel Protective Coatingsq. ft.53,018052,982630
Deck
Reinforced Concrete Decksq. ft.47,35845,5586401,1600
Substructure
Reinforced Concrete Columneach1413100
Reinforced Concrete Pier Walllinear ft.4545000
Reinforced Concrete Abutmentlinear ft.198196200
Reinforced Concrete Pier Caplinear ft.51143931410
Joints
Strip Seal Jointlinear ft.2000175241
Bearings
Movable Bearingeach5405400
Steel Protective Coatingsq. ft.216021060
Fixed Bearingeach3603600
Steel Protective Coatingsq. ft.126012240
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,4261,304104180