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I-96 EB over GRAND RIVER

Map

Coordinates:
+42.76755, -84.66876
42°46'03" N, 84°40'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-96 EB over GRAND RIVER
Structure number:000000000002315
Old structure number:23123152000B013 (from 1992 edition)
Location:0.2 MI S OF CLINTON COL
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:94.2 ft. [28.7 m]
Total length:268.4 ft. [81.8 m]
Roadway width between curbs:44.9 ft. [13.7 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:2006
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: July 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:27,100 [as of 2007]
Truck traffic:21% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:107.8 tons [98.0 metric tons]
Inventory rating:64.7 tons [58.8 metric tons]
Sufficiency rating:95.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201595.5FairSatisfactoryGoodSatisfactory-27100
July 201395.5FairSatisfactoryGoodSatisfactory-27100
July 201195.5FairSatisfactoryGoodSatisfactory-27100
July 200995.5FairSatisfactoryGoodSatisfactory-27100
July 200796.0FairSatisfactoryGoodGood-21109
September 200696.0FairSatisfactoryGoodGood-21109
July 200582.6FairSatisfactoryFairFair-22000
July 200382.6FairSatisfactoryFairFair-22000
July 200182.6FairSatisfactoryFairFair-22000
August 199984.6FairSatisfactoryFairFair-22000
November 199795.9FairSatisfactorySatisfactoryVery Good-22000
May 199693.9FairSatisfactorySatisfactoryVery Good-22000
October 199394.6FairSatisfactoryGoodVery Good-18000
September 199194.6GoodGoodGoodVery Good-18000
April 198994.6FairSatisfactoryGoodVery Good-18000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,4212,28114000
Steel Protective Coatingsq. ft.7,7477,747000
Deck
Reinforced Concrete Decksq. ft.13,563013,56300
Wearing Surfacessq. ft.13,563013,56300
Superstructure
Steel Pin or Pin & Hangar Assemblyeach1818000
Substructure
Reinforced Concrete Pier Walllinear ft.102901200
Reinforced Concrete Abutmentlinear ft.102723000
Joints
Strip Seal Jointlinear ft.105105000
Pourable Jointlinear ft.152015200
Bearings
Movable Bearingeach1818000
Fixed Bearingeach1818000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.538538000