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I-96 WB over GRAND RIVER

Map

Coordinates:
+43.02135, -85.66144
43°01'17" N, 85°39'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-96 WB over GRAND RIVER
Structure number:000000000004724
Old structure number:41141025000B014 (from 1992 edition)
Location:IN GRAND RAPIDS
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:128.0 ft. [39.0 m]
Total length:769.1 ft. [234.4 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Steel [3]
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: September 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:28,527 [as of 2007]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:64.9
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$320,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017PoorSatisfactoryPoorFair2852764.9
July 2016PoorSatisfactoryPoorFair2852764.9
May 2015PoorSatisfactoryPoorFair2852764.9
July 2014PoorSatisfactoryPoorFair2852764.9
July 2012FairGoodFairFair2852781.8
July 2010FairGoodFairSatisfactory2852781.8
August 2008FairGoodFairFair2852781.8
August 2006FairSatisfactorySatisfactorySatisfactory2731593.4
August 2004FairSatisfactorySatisfactorySatisfactory2350093.7
September 2002FairSatisfactoryGoodGood2350093.7
September 2000FairSatisfactoryGoodGood2350093.7
September 1998GoodGoodGoodGood2350093.7
February 1996FairSatisfactoryGoodGood1780094.6
June 1993FairSatisfactoryGoodVery Good1780094.6
July 1992GoodGoodGoodVery Good1780094.6
November 1990GoodGoodGoodVery Good1780094.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.15,1122,96610,4991,6407
Steel Protective Coatingsq. ft.827,959106,778182,986322,917215,278
Deck
Reinforced Concrete Decksq. ft.301,239239,88558,1253,2290
Wearing Surfacessq. ft.301,239246,34351,6673,2290
Substructure
Reinforced Concrete Columneach158700
Reinforced Concrete Pier Walllinear ft.6475816600
Reinforced Concrete Abutmentlinear ft.2632432000
Reinforced Concrete Pier Caplinear ft.64653111500
Joints
Strip Seal Jointlinear ft.5975257200
Pourable Jointlinear ft.1170265239
Other Jointlinear ft.118001180
Bearings
Movable Bearingeach2402400
Steel Protective Coatingsq. ft.1,292001,2920
Fixed Bearingeach1841400
Steel Protective Coatingsq. ft.96821507530
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5,0361,0993,93700