Share:

DEQUINDRE AVE over M-8 DAVISON

Map 

Coordinates:
+42.40933, -83.07732
42°24'34" N, 83°04'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DEQUINDRE AVE over M-8 DAVISON
Structure number:000000000011869
Old structure number:82182252000S340 (from 1992 edition)
Location:IN DETROIT
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:62.7 ft. [19.1 m]
Total length:199.8 ft. [60.9 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:70.9 ft. [21.6 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1969
Year reconstructed:2003
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:23,900 [as of 1978]
Truck traffic:3% 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: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:62.7 tons [57.0 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201477.0Functionally obsoleteGoodVery GoodVery Good23900
May 201277.0Functionally obsoleteGoodVery GoodVery Good23900
June 201077.0Not deficientGoodVery GoodVery Good23900
September 200877.0Not deficientVery GoodVery GoodVery Good23900
September 200677.0Not deficientVery GoodVery GoodVery Good23900
June 200577.0Not deficientVery GoodVery GoodVery Good23900
July 200347.0Not deficientPoorPoorSatisfactory23900
March 200147.0Structurally deficientPoorPoorSatisfactory23900
September 199947.0Structurally deficientPoorPoorSatisfactory23900
August 199850.0Structurally deficientGoodPoorSatisfactory23900
June 199750.0Structurally deficientGoodPoorSatisfactory23900
October 199650.0Structurally deficientGoodPoorSatisfactory23900
October 199450.0Structurally deficientGoodPoorGood23900
August 199250.0Structurally deficientGoodPoorGood23900
July 199050.0Structurally deficientGoodPoorGood23900