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1ST AVE SO over BRANCH

Map 

Coordinates:
+33.52553, -86.78236
33°31'32" N, 86°46'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:1ST AVE SO over BRANCH
Structure number:012383
Old structure number:0000003937M0220 (from 1992 edition)
Location:1ST AVE S * 37TH ST
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:20.0 ft. [6.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
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:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2014]
Truck traffic:20% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:41.4 tons [37.6 metric tons]
Inventory rating:24.9 tons [22.6 metric tons]
Sufficiency rating:89.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$342,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201489.9Not deficient---1000
November 201289.9Not deficient---1000
November 201099.9Not deficient---1000
November 200899.9Not deficient---1000
October 200699.9Not deficient---1000
December 200499.9Not deficient---1000
September 200299.9Not deficient---1000
November 200099.9Not deficient---1000
November 199899.9Not deficient---1000
January 199799.9Not deficient---1000
December 199499.9Not deficient---1000
November 199299.9Not deficient---1000
October 199099.9Not deficient---1000