+32.23744, -90.23298
32°14'15" N, 90°13'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:SA2500000000158
Location:SEC 31 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.9 ft. [7.6 m]
Total length:158.1 ft. [48.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:6,200 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.3 tons [32.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:65.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$358,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201565.6Functionally obsoleteSatisfactoryGoodFair6200
September 201457.2Functionally obsoleteFairFairFair6200
February 201457.2Functionally obsoleteFairFairFair6200
February 201357.2Functionally obsoleteFairFairFair6200
February 201257.2Functionally obsoleteFairFairFair6200
February 201157.2Functionally obsoleteFairFairFair6200
February 201057.2Functionally obsoleteFairFairFair6200
January 200957.2Functionally obsoleteFairFairFair6200
November 200757.2Functionally obsoleteFairFairFair6200
December 200557.2Functionally obsoleteFairFairFair6200
February 200449.9Functionally obsoleteFairFairFair6200
January 200249.9Functionally obsoleteFairFairFair5900
February 200048.1Functionally obsoleteFairFairFair11610
March 199848.1Functionally obsoleteFairFairFair11610
April 199648.1Functionally obsoleteFairFairFair11610