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RUSSELL ST over I-75 CONN TO M-3

Map 

Coordinates:
+42.34492, -83.03951
42°20'42" N, 83°02'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RUSSELL ST over I-75 CONN TO M-3
Structure number:000000000011783
Old structure number:82182195000S280 (from 1992 edition)
Location:IN DETROIT
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:79.7 ft. [24.3 m]
Total length:155.2 ft. [47.3 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:2006
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:2
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 2014 

Status:Open, no restriction [A]
Average daily traffic:4,380 [as of 2003]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:63.8 tons [58.0 metric tons]
Inventory rating:38.2 tons [34.7 metric tons]
Sufficiency rating:80.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201480.2Not deficientGoodGoodFair4380
November 201280.2Not deficientGoodGoodFair4380
November 201091.3Not deficientVery GoodVery GoodVery Good4380
January 200989.3Not deficientVery GoodVery GoodVery Good4380
March 200789.3Not deficientExcellentVery GoodVery Good4380
March 200561.0Structurally deficientPoorFairFair4380
December 200345.4Structurally deficientSeriousFairPoor4380
October 200245.4Structurally deficientSeriousFairPoor4380
July 200145.4Structurally deficientSeriousFairPoor4380
May 200058.9Structurally deficientSeriousFairFair4380
August 199861.0Structurally deficientPoorSatisfactoryFair4380
August 199666.0Functionally obsoleteFairGoodFair4380
August 199490.3Structurally deficientPoorVery GoodSatisfactory4380
July 199290.3Structurally deficientPoorVery GoodSatisfactory4380
June 199090.3Structurally deficientPoorVery GoodSatisfactory4380