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I-96 EB over GRAND RIVER AVE

Map

Coordinates:
+42.54778, -83.78954
42°32'52" N, 83°47'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-96 EB over GRAND RIVER AVE
Structure number:000000000005785
Old structure number:47147065000S103 (from 1992 edition)
Location:2.4 MI NW OF US-23
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:83.0 ft. [25.3 m]
Total length:173.9 ft. [53.0 m]
Roadway width between curbs:70.9 ft. [21.6 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:1993
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:3
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: May 2018

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:44,600 [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:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:19.0
Recommended work:Bridge deck replacement with only incidental widening. [37]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018PoorSatisfactoryPoorSatisfactory4460019.0
May 2017PoorFairPoorSatisfactory4460018.0
May 2016FairSatisfactoryFairSatisfactory4460074.7
May 2015PoorSatisfactoryPoorGood4460057.0
May 2014FairSatisfactoryFairGood4460074.7
May 2013FairSatisfactoryFairGood4460074.7
May 2012FairSatisfactoryFairGood4460074.7
May 2011FairSatisfactoryFairGood4460074.7
May 2009FairSatisfactoryFairGood4460074.7
May 2007FairGoodFairGood3516775.8
May 2005PoorSatisfactoryFairPoor3516758.5
July 2003FairSatisfactoryFairFair3000076.4
July 2001FairSatisfactoryFairFair3000076.4
July 2000FairSatisfactoryFairFair3000076.4
August 1999FairSatisfactoryFairFair3000081.7
July 1998PoorSatisfactoryPoorFair3000059.3
September 1997FairSatisfactorySatisfactoryFair3000076.4
October 1995FairSatisfactorySatisfactoryFair5600081.1
August 1993FairGoodGoodFair2280084.0
May 1991FairGoodGoodSatisfactory2280095.3
June 1989PoorSatisfactoryPoorSatisfactory2280067.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,54901,4831,0660
Steel Protective Coatingsq. ft.29,82529,250200200175
Deck
Reinforced Concrete Decksq. ft.13,04910,2152,6102240
Substructure
Reinforced Concrete Columneach163490
Concrete Protective Coatingsq. ft.1,4401,29514500
Reinforced Concrete Abutmentlinear ft.2431993950
Concrete Protective Coatingsq. ft.1,2151,10311200
Reinforced Concrete Pier Caplinear ft.1959375270
Concrete Protective Coatingsq. ft.2,3402,340000
Joints
Strip Seal Jointlinear ft.93063300
Pourable Jointlinear ft.93024069
Compression Jointlinear ft.93020730
Bearings
Elastomeric Bearingeach1212000
Movable Bearingeach3600360
Steel Protective Coatingsq. ft.48361200
Fixed Bearingeach42610260
Steel Protective Coatingsq. ft.5805800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.34721981470
Concrete Protective Coatingsq. ft.2,1161,84826800