DEXTER-BELDEN AVE. over M-10 JOHN LODGE FRWY

Map 

Facts 

Name:	DEXTER-BELDEN AVE. over M-10 JOHN LODGE FRWY
Structure number:	82182112000S200
Location:	IN DETROIT
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Local (Urban) [19]
Length of largest span:	58.1 ft. [17.7 m]
Total length:	172.9 ft. [52.7 m]
Roadway width between curbs:	44.0 ft. [13.4 m]
Deck width edge-to-edge:	67.9 ft. [20.7 m]
Vertical clearance below bridge:	14.1 ft. [4.3 m]
Skew angle:	11°
Owner:	State Highway Agency [01]
Year built:	1955
Year reconstructed:	1994
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 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]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	7,310
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	92.0 tons [83.6 metric tons]
Inventory rating:	45.0 tons [40.9 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	75.6

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	7,310 [as of 1978]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Poor [4 out of 9]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	92.0 tons [83.6 metric tons]
Inventory rating:	45.0 tons [40.9 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	47.5
Recommended work:	Bridge deck replacement with only incidental widening. [37]

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	7,310 [as of 1978]
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Good [7 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:	44.6 tons [40.5 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	72.4
Recommended work:	Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:	$188,000

Comments