+32.24735, -90.31063
32°14'50" N, 90°18'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:SA2500000000152
Location:SEC 28 T 5N R 1W B
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:30.8 ft. [9.4 m]
Total length:107.0 ft. [32.6 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1976
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:5
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:3,300 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:57.4 tons [52.2 metric tons]
Inventory rating:34.2 tons [31.1 metric tons]
Sufficiency rating:68.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$269,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201668.4Not deficientGoodVery GoodFair3300
February 201568.4Not deficientGoodVery GoodFair3300
February 201349.7Not deficientGoodVery GoodFair3300
February 201149.7Not deficientVery GoodVery GoodFair3300
February 201049.7Not deficientVery GoodVery GoodFair3300
January 200949.7Not deficientVery GoodVery GoodFair3300
November 200749.7Not deficientVery GoodVery GoodFair3300
December 200549.7Not deficientVery GoodVery GoodFair3300
February 200458.1Not deficientGoodVery GoodSatisfactory3300
December 200158.1Not deficientGoodVery GoodSatisfactory3300
February 200058.1Not deficientGoodVery GoodSatisfactory3300
March 199853.2Functionally obsoleteGoodVery GoodSatisfactory9650
April 199653.2Functionally obsoleteGoodVery GoodSatisfactory9650