I-96EB TO I-94EB over I-96


+42.35006, -83.09924
42°21'00" N, 83°05'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I-96EB TO I-94EB over I-96
Structure number:000000000011589
Old structure number:82182123000S410 (from 1992 edition)
Purpose:Carries highway overpass (third level) over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:115.8 ft. [35.3 m]
Total length:1045.3 ft. [318.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1971
Year reconstructed:2004
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:13
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:6,290 [as of 1982]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 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:Equal to present desirable criteria [8]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:80.5 tons [73.2 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:96.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201596.0Not deficientVery GoodGoodSatisfactory6290
October 201396.0Not deficientVery GoodGoodSatisfactory6290
October 201196.0Not deficientVery GoodGoodGood6290
October 200996.0Not deficientGoodGoodGood6290
March 200796.0Not deficientVery GoodGoodGood6290
March 200595.0Not deficientExcellentGoodGood6290
December 200367.0Not deficientPoorFairPoor6290
September 200267.0Structurally deficientPoorFairPoor6290
June 200169.0Structurally deficientFairFairPoor6290
July 199964.0Structurally deficientFairFairPoor6290
September 199783.0Not deficientFairFairFair6290
June 199583.0Not deficientFairFairFair6290
October 199383.0Not deficientFairSatisfactoryFair6290
June 199195.0Not deficientSatisfactorySatisfactorySatisfactory6290