+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 2017

Good/Fair/Poor Condition:Poor
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:3,300 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:5.9 tons [5.4 metric tons]
Inventory rating:4.5 tons [4.1 metric tons]
Sufficiency rating:16.7
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201716.7PoorGoodGoodPoorSD3300
February 201668.4FairGoodVery GoodFair-3300
February 201568.4FairGoodVery GoodFair-3300
February 201349.7FairGoodVery GoodFair-3300
February 201149.7FairVery GoodVery GoodFair-3300
February 201049.7FairVery GoodVery GoodFair-3300
January 200949.7FairVery GoodVery GoodFair-3300
November 200749.7FairVery GoodVery GoodFair-3300
December 200549.7FairVery GoodVery GoodFair-3300
February 200458.1FairGoodVery GoodSatisfactory-3300
December 200158.1FairGoodVery GoodSatisfactory-3300
February 200058.1FairGoodVery GoodSatisfactory-3300
March 199853.2FairGoodVery GoodSatisfactoryFO9650
April 199653.2FairGoodVery GoodSatisfactoryFO9650