DEQUINDRE AVE over M-8 DAVISON

Map

Coordinates:
+42.40919, -83.07722
42°24'33" N, 83°04'38" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

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:	13.1 ft. `[4.0 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]`

Good/Fair/Poor Condition:	Good
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:	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]`
Sufficiency rating:	77.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Good	Good	Very Good	Good	23900	77.0
May 2016	Good	Good	Very Good	Very Good	23900	77.0
May 2014	Good	Good	Very Good	Very Good	23900	77.0
May 2012	Good	Good	Very Good	Very Good	23900	77.0
June 2010	Good	Good	Very Good	Very Good	23900	77.0
September 2008	Good	Very Good	Very Good	Very Good	23900	77.0
September 2006	Good	Very Good	Very Good	Very Good	23900	77.0
June 2005	Good	Very Good	Very Good	Very Good	23900	77.0
July 2003	Poor	Poor	Poor	Satisfactory	23900	47.0
March 2001	Poor	Poor	Poor	Satisfactory	23900	47.0
September 1999	Poor	Poor	Poor	Satisfactory	23900	47.0
August 1998	Poor	Good	Poor	Satisfactory	23900	50.0
June 1997	Poor	Good	Poor	Satisfactory	23900	50.0
October 1996	Poor	Good	Poor	Satisfactory	23900	50.0
October 1994	Poor	Good	Poor	Good	23900	50.0
August 1992	Poor	Good	Poor	Good	23900	50.0
July 1990	Poor	Good	Poor	Good	23900	50.0