GLENDALE AVE over I-96

Map 

Facts 

Name:	GLENDALE AVE over I-96
Structure number:	82182122000S240
Location:	IN DETROIT
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Local (Urban) [19]
Length of largest span:	65.0 ft. [19.8 m]
Total length:	253.0 ft. [77.1 m]
Roadway width between curbs:	28.9 ft. [8.8 m]
Deck width edge-to-edge:	41.7 ft. [12.7 m]
Vertical clearance below bridge:	17.4 ft. [5.3 m]
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]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	5,500 [as of 1988]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Fair [5 out of 9]
Scour condition:	Bridge not over waterway. [N]
Inventory rating:	50.1 tons [45.5 metric tons]
Sufficiency rating:	67.8

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	5,500 [as of 1988]
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge not over waterway. [N]
Inventory rating:	50.1 tons [45.5 metric tons]
Sufficiency rating:	79.0

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	5,000 [as of 1977]
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge not over waterway. [N]
Inventory rating:	49.5 tons [45.0 metric tons]
Sufficiency rating:	78.0
Recommended work:	Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:	$216,000

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