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DICKERSON AVE over I-94

Map 

Coordinates:
+42.40147, -82.97303
42°24'05" N, 82°58'23" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:DICKERSON AVE over I-94
Structure number:82182025000S070
Location:IN DETROIT
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:54.8 ft. [16.7 m]
Total length:164.1 ft. [50.0 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:2001
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:Bituminous [6]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:10,710
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Scour condition:Bridge not over waterway. [N]
Inventory rating:51.0 tons [46.4 metric tons]
Sufficiency rating:72.9

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:10,710 [as of 1978]
Truck traffic:3% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 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]
Inventory rating:51.0 tons [46.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:43.0
Recommended work:Bridge deck replacement with only incidental widening. [37]

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:10,710 [as of 1978]
Deck condition:Satisfactory [6 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:50.5 tons [45.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.9
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$75,000