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I-94 WB over KALAMAZOO RIVER

Map

Coordinates:
+42.28962, -85.11403
42°17'23" N, 85°06'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-94 WB over KALAMAZOO RIVER
Structure number:000000000001257
Old structure number:13113082000B014 (from 1992 edition)
Location:3.7 MI E OF M-66
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:78.1 ft. [23.8 m]
Total length:275.3 ft. [83.9 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1960
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:4
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
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:22,400 [as of 2010]
Truck traffic:22% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:87.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactorySatisfactory2240087.4
July 2015FairSatisfactorySatisfactorySatisfactory2240087.4
July 2013FairSatisfactorySatisfactorySatisfactory2240087.4
July 2011FairSatisfactorySatisfactorySatisfactory2240087.6
July 2009FairSatisfactorySatisfactorySatisfactory2203087.6
July 2007FairSatisfactorySatisfactorySatisfactory2390487.3
July 2005FairSatisfactorySatisfactorySatisfactory2390487.3
July 2003FairSatisfactorySatisfactorySatisfactory1850089.1
July 2001FairSatisfactoryGoodGood1850089.1
September 1999GoodGoodGoodGood1850094.2
August 1997GoodGoodGoodGood1850089.1
July 1995GoodGoodGoodGood1710089.6
April 1993GoodGoodGoodGood1710089.6
May 1991GoodGoodGoodGood1710089.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,6401,358272100
Deck
Reinforced Concrete Top Flangesq. ft.10,30510,19360520
Wearing Surfacessq. ft.9,3648,80356100
Substructure
Reinforced Concrete Columneach124170
Reinforced Concrete Pier Walllinear ft.1341003400
Reinforced Concrete Abutmentlinear ft.134131210
Reinforced Concrete Pier Caplinear ft.116922040
Joints
Strip Seal Jointlinear ft.84146640
Pourable Jointlinear ft.80062180
Bearings
Movable Bearingeach2408160
Steel Protective Coatingsq. ft.6000060
Fixed Bearingeach60420
Steel Protective Coatingsq. ft.3000030
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5510496550