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I-96 over ROUGE RIVER

Map 

Coordinates:
+42.38559, -83.26574
42°23'08" N, 83°15'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-96 over ROUGE RIVER
Structure number:000000000011480
Old structure number:82182122000B020 (from 1992 edition)
Location:IN DETROIT
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:95.8 ft. [29.2 m]
Total length:270.0 ft. [82.3 m]
Roadway width between curbs:169.3 ft. [51.6 m]
Deck width edge-to-edge:175.9 ft. [53.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:2003
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete [5]
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:164,804 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:99.1 tons [90.1 metric tons]
Inventory rating:46.6 tons [42.4 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201485.0Not deficientVery GoodVery GoodVery Good164804
April 201285.0Not deficientVery GoodVery GoodVery Good164804
April 201085.0Not deficientVery GoodVery GoodGood164804
December 200985.0Not deficientVery GoodVery GoodGood164804
December 200785.0Not deficientVery GoodVery GoodGood164804
December 200585.0Not deficientExcellentExcellentGood170480
January 200553.0Not deficientSeriousPoorGood166000
October 200353.0Not deficientSeriousPoorGood166000
November 200180.0Structurally deficientSeriousGoodGood166000
August 200080.0Structurally deficientSeriousGoodGood166000
September 199980.0Structurally deficientSeriousGoodGood166000
August 199780.0Structurally deficientSeriousGoodGood166000
May 199592.2Structurally deficientPoorGoodGood35800
September 199392.2Structurally deficientPoorGoodGood35800
April 199194.3Not deficientFairVery GoodGood35800