M-5 GRAND RIV AVE over I-75

Map

Coordinates:
+42.33649, -83.05912
42°20'11" N, 83°03'33" W

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

Name:	M-5 GRAND RIV AVE over I-75
Structure number:	000000000011776
Old structure number:	82182195000S190 `(from 1992 edition)`
Location:	IN DETROIT
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	90.2 ft. `[27.5 m]`
Total length:	180.1 ft. `[54.9 m]`
Roadway width between curbs:	71.9 ft. `[21.9 m]`
Deck width edge-to-edge:	99.7 ft. `[30.4 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	33°
Owner:	State Highway Agency `[01]`
Year built:	1967
Year reconstructed:	1998
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 continuous `[4]`
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]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	12,815 `[as of 2007]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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:	90.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Good	Good	Satisfactory	12815	90.0
November 2016	Good	Very Good	Good	Good	12815	90.0
November 2014	Good	Very Good	Good	Good	12815	90.0
May 2013	Fair	Very Good	Good	Satisfactory	12815	90.0
May 2011	Fair	Very Good	Good	Satisfactory	12815	90.0
May 2009	Fair	Very Good	Satisfactory	Satisfactory	12815	90.0
May 2008	Fair	Very Good	Satisfactory	Satisfactory	12815	90.0
May 2006	Fair	Very Good	Satisfactory	Satisfactory	19868	88.9
May 2004	Fair	Very Good	Satisfactory	Satisfactory	29000	87.5
May 2002	Fair	Very Good	Satisfactory	Satisfactory	29000	87.5
May 2000	Fair	Very Good	Satisfactory	Satisfactory	29000	87.5
August 1998	Poor	Poor	Fair	Fair	29000	72.5
August 1996	Fair	Fair	Satisfactory	Satisfactory	13200	88.9
August 1994	Fair	Fair	Good	Satisfactory	13200	90.8
July 1992	Fair	Fair	Good	Good	13200	90.8
June 1990	Fair	Fair	Very Good	Good	13200	90.8

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	3,245	3,195	50	0	0
Deck
Reinforced Concrete Deck	sq. ft.	17,956	17,956	0	0	0
Substructure
Reinforced Concrete Column	each	10	10	0	0	0
Reinforced Concrete Abutment	linear ft.	238	168	70	0	0
Reinforced Concrete Pier Cap	linear ft.	118	87	31	0	0
Joints
Strip Seal Joint	linear ft.	238	0	236	2	0
Pourable Joint	linear ft.	210	0	140	70	0
Other Joint	linear ft.	210	210	0	0	0
Bearings
Movable Bearing	each	36	31	5	0	0
Fixed Bearing	each	18	8	10	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	360	360	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	360	265	95	0	0