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22ND ST over ABANDONED RR

Map 

Coordinates:
+33.51313, -86.80112
33°30'47" N, 86°48'04" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:22ND ST over ABANDONED RR
Structure number:000040
Location:22ND ST & 1ST AVE S
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:119.1 ft. [36.3 m]
Deck width edge-to-edge:146.0 ft. [44.5 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1910
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Steel continuous [4]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Posted for load [P]
Average daily traffic:13,000 [as of 2004]
Truck traffic:1% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:16.0 tons [14.5 metric tons]
Inventory rating:12.0 tons [10.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:33.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,416,000

2000 Inspection 

Status:Posted for load [P]
Average daily traffic:13,000 [as of 1996]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:16.0 tons [14.5 metric tons]
Inventory rating:12.0 tons [10.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:33.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$159,000