+32.26239, -90.25479
32°15'45" N, 90°15'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:SA2500000000151
Location:SEC 24 T 5N R 1W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:40.0 ft. [12.2 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
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:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:400 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:65.6 tons [59.6 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:89.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$208,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201689.0Not deficientGoodGoodFair400
February 201569.5Not deficientGoodGoodFair400
February 201469.5Not deficientGoodGoodFair400
February 201367.0Not deficientGoodGoodFair400
February 201167.0Not deficientGoodGoodFair400
February 201067.0Not deficientGoodGoodFair400
November 200767.0Not deficientGoodGoodFair400
December 200567.0Not deficientGoodGoodFair400
February 200477.0Not deficientGoodGoodSatisfactory400
January 200277.0Not deficientGoodGoodSatisfactory400
February 200077.0Not deficientGoodGoodSatisfactory380
March 199877.0Not deficientGoodGoodSatisfactory380
April 199677.0Not deficientGoodGoodSatisfactory380