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JEFFERSON AVE over DEQUINDRE CUT GREENWAY

Map 

Coordinates:
+42.33585, -83.02819
42°20'09" N, 83°01'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:JEFFERSON AVE over DEQUINDRE CUT GREENWAY
Structure number:000000000012343
Old structure number:824180800064R01 (from 1992 edition)
Location:JEFFERSON W OF ST AUBIN
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:92.2 ft. [28.1 m]
Total length:94.8 ft. [28.9 m]
Roadway width between curbs:99.1 ft. [30.2 m]
Deck width edge-to-edge:120.1 ft. [36.6 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1923
Year reconstructed:2006
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:24,127 [as of 2008]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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]
Operating rating:76.6 tons [69.6 metric tons]
Inventory rating:49.1 tons [44.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201572.4Functionally obsoleteVery GoodVery GoodGood24127
December 201372.4Not deficientVery GoodVery GoodVery Good24127
December 201170.4Not deficientVery GoodExcellentExcellent24127
June 200974.6Not deficientVery GoodExcellentExcellent24127
May 200876.6Not deficientExcellentExcellentExcellent24127
May 200675.7Not deficientExcellentExcellentExcellent29466
June 20052.0Structurally deficientCriticalCriticalCritical29466
July 20032.0Not deficientCriticalCriticalCritical41228
July 20022.0Not deficientCriticalCriticalCritical41228
June 20012.0Not deficientCriticalCriticalCritical41228
September 19992.0Structurally deficientCriticalCriticalCritical41228
November 19982.0Structurally deficientCriticalCriticalCritical41228
July 199624.4Structurally deficientPoorFairFair48831
June 199448.2Structurally deficientPoorFairFair48831
September 199250.7Structurally deficientPoorFairFair32500
September 199050.7Structurally deficientPoorFairFair32500