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M-5 WB over ROUGE RIVER

Map

Coordinates:
+42.42072, -83.26784
42°25'15" N, 83°16'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:M-5 WB over ROUGE RIVER
Structure number:000000000011474
Old structure number:82182121000B020 (from 1992 edition)
Location:IN DETROIT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:97.8 ft. [29.8 m]
Total length:102.4 ft. [31.2 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span 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: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,098 [as of 2007]
Truck traffic:4% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:73.0 tons [66.4 metric tons]
Inventory rating:43.5 tons [39.5 metric tons]
Sufficiency rating:81.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201781.4GoodGoodVery GoodVery Good-9098
March 201581.4GoodGoodVery GoodVery Good-9098
April 201381.4GoodGoodVery GoodVery Good-9098
April 201181.4GoodGoodVery GoodVery Good-9098
February 200981.4GoodVery GoodVery GoodVery Good-9098
November 200781.2GoodVery GoodVery GoodVery Good-10095
November 200581.2GoodExcellentVery GoodExcellent-10095
June 200326.0PoorSeriousSeriousPoor-19100
October 200227.3PoorSeriousSeriousPoorSD10000
July 200127.3PoorSeriousSeriousPoorSD10000
November 199927.3PoorSeriousSeriousPoorSD10000
September 199848.8PoorPoorPoorPoorSD10000
June 199748.8PoorPoorPoorPoorSD10000
September 199648.9PoorPoorPoorPoorSD9500
September 199448.4PoorFairPoorFairSD9500
August 199248.4PoorFairPoorFairSD9500
July 199048.4PoorFairPoorFairSD9500