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OAKMAN BLVD EB over I-96 (JEFFRIES FRWY)

Map 

Coordinates:
+42.37689, -83.14641
42°22'37" N, 83°08'47" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:OAKMAN BLVD EB over I-96 (JEFFRIES FRWY)
Structure number:82182123000S253
Location:IN DETROIT
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:116.8 ft. [35.6 m]
Total length:233.0 ft. [71.0 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:48°
Owner:State Highway Agency [01]
Year built:1971
Year reconstructed:2009
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 [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:5,075 [as of 2008]
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Scour condition:Bridge not over waterway. [N]
Inventory rating:68.0 tons [61.8 metric tons]
Sufficiency rating:90.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:2,300 [as of 1974]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Inventory rating:68.0 tons [61.8 metric tons]
Sufficiency rating:93.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:2,300 [as of 1974]
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Inventory rating:67.3 tons [61.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:69.7
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$249,000