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HUBBELL AVE over I-96 (JEFFRIES FRWY)

Map 

Coordinates:
+42.38066, -83.18812
42°22'50" N, 83°11'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HUBBELL AVE over I-96 (JEFFRIES FRWY)
Structure number:000000000011560
Old structure number:82182123000S120 (from 1992 edition)
Location:IN DETROIT
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:81.0 ft. [24.7 m]
Total length:280.9 ft. [85.6 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1970
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:4
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:143,000 [as of 1995]
Truck traffic:5% of total traffic
Deck condition:Fair [5 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: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]
Inventory rating:48.0 tons [43.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:59.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201559.0Functionally obsoleteFairGoodGood143000
August 201359.0Functionally obsoleteFairGoodVery Good143000
August 201159.0Functionally obsoleteFairGoodVery Good143000
August 200958.0Functionally obsoleteFairGoodVery Good143000
July 200859.0Functionally obsoleteSatisfactoryGoodVery Good143000
March 200659.0Functionally obsoleteVery GoodGoodVery Good143000
February 200535.0Structurally deficientSatisfactorySatisfactoryPoor143000
November 200335.0Structurally deficientSatisfactorySatisfactoryPoor143000
September 200235.0Structurally deficientSatisfactorySatisfactoryPoor143000
June 200135.0Structurally deficientSatisfactorySatisfactoryPoor143000
October 199935.0Structurally deficientSatisfactorySatisfactoryPoor143000
September 199735.0Structurally deficientSatisfactorySatisfactoryPoor143000
June 199547.4Structurally deficientSatisfactoryPoorFair7060
December 199447.4Structurally deficientSatisfactoryPoorSatisfactory7060
October 199347.4Structurally deficientSatisfactoryPoorSatisfactory7060
May 199147.4Structurally deficientSatisfactoryPoorSatisfactory7060