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M-5 EB over ROUGE RIVER

Map 

Coordinates:
+42.42055, -83.26805
42°25'14" N, 83°16'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:M-5 EB over ROUGE RIVER
Structure number:000000000011473
Old structure number:82182121000B010 (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:96.8 ft. [29.5 m]
Total length:102.4 ft. [31.2 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Skew angle:30°
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 2015 

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:62.6 tons [56.9 metric tons]
Inventory rating:45.5 tons [41.4 metric tons]
Sufficiency rating:81.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201581.4Not deficientGoodVery GoodVery Good9098
April 201381.4Not deficientGoodVery GoodVery Good9098
April 201181.4Not deficientGoodVery GoodVery Good9098
February 200981.4Not deficientVery GoodVery GoodVery Good9098
November 200781.2Not deficientVery GoodVery GoodVery Good10095
November 200581.2Not deficientExcellentVery GoodExcellent10095
October 200267.6Structurally deficientPoorPoorFair10000
July 200167.6Structurally deficientPoorPoorFair10000
November 199967.6Structurally deficientPoorPoorFair10000
September 199868.6Structurally deficientPoorPoorPoor10000
June 199768.6Structurally deficientPoorPoorFair10000
September 199648.9Structurally deficientPoorPoorFair9500
September 199451.4Structurally deficientFairPoorFair9500
August 199251.4Structurally deficientFairPoorFair9500
July 199051.4Structurally deficientFairPoorFair9500