+42.33622, -83.09077
42°20'10" N, 83°05'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:ML KING JR BLVD over I-96
Structure number:000000000011608
Old structure number:82182124000S030 (from 1992 edition)
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:86.9 ft. [26.5 m]
Total length:173.9 ft. [53.0 m]
Roadway width between curbs:93.8 ft. [28.6 m]
Deck width edge-to-edge:116.1 ft. [35.4 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1971
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 [3]
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 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:16,500 [as of 1988]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:69.2 tons [62.9 metric tons]
Inventory rating:41.4 tons [37.6 metric tons]
Sufficiency rating:93.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201593.6GoodGoodGoodGoodFO16500
October 201382.4GoodGoodVery GoodGoodFO16500
October 201182.4GoodGoodVery GoodGoodFO16500
October 200982.4GoodGoodVery GoodVery GoodFO16500
September 200882.4GoodGoodGoodGoodFO16500
September 200682.4FairSatisfactoryGoodGoodFO16500
September 200484.4FairSatisfactoryGoodGood-16500
July 200281.3FairSatisfactoryGoodGoodFO16500
July 200082.4GoodGoodGoodGoodFO16500
December 199882.4GoodGoodVery GoodGoodFO16500
October 199682.4GoodGoodVery GoodGoodFO16500
May 199482.1GoodGoodVery GoodVery GoodFO15000
August 199320.8PoorSeriousPoorCriticalSD15000
November 199220.8PoorSeriousPoorCriticalSD15000
March 199120.8PoorSeriousPoorCriticalSD15000