+32.33963, -90.23055
32°20'23" N, 90°13'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:SA2500000000244
Location:SEC 30 T 6N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:110 [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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:60.3 tons [54.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:81.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$156,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201681.0Not deficientGoodGoodFair110
February 201581.0Not deficientGoodGoodFair110
February 201481.0Not deficientGoodGoodFair110
February 201368.5Not deficientGoodGoodFair100
February 201268.5Not deficientGoodGoodFair100
February 201168.5Not deficientGoodGoodFair100
February 201068.5Not deficientGoodGoodFair100
November 200752.5Not deficientGoodGoodFair400
November 200561.4Not deficientVery GoodGoodSatisfactory606
February 200461.4Not deficientVery GoodGoodGood606
February 200249.9Not deficientVery GoodVery GoodGood460
February 200050.0Not deficientVery GoodVery GoodGood450
March 199850.0Not deficientVery GoodVery GoodGood450
April 199650.0Not deficientVery GoodVery GoodGood450