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I-65 over AL149 (UNIVERSITY BLVD)

Map 

Coordinates:
+33.49583, -86.81861
33°29'45" N, 86°49'07" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:I-65 over AL149 (UNIVERSITY BLVD)
Structure number:014403
Location:I65 & 8TH AVE.SOU.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:59.7 ft. [18.2 m]
Total length:190.0 ft. [57.9 m]
Roadway width between curbs:108.9 ft. [33.2 m]
Deck width edge-to-edge:115.5 ft. [35.2 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:1988
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:137,350 [as of 2008]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:71.7 tons [65.2 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:82.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$8,108,000

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:121,970 [as of 1996]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:71.8 tons [65.3 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:84.3