+32.33274, -90.18812
32°19'58" N, 90°11'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:SA2500000000238
Location:SEC 27 T 6N R 1E
Purpose:Carries highway and pedestrian walkway 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:38.1 ft. [11.6 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1962
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:280 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:100.0
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 2016100.0GoodVery GoodVery GoodGood-280
February 2014100.0GoodVery GoodVery GoodGood-280
February 201279.5GoodVery GoodVery GoodGood-280
February 201079.5GoodVery GoodVery GoodGood-280
November 200778.5GoodGoodGoodGood-280
November 200578.5FairGoodGoodSatisfactory-320
February 200473.5FairGoodGoodSatisfactoryFO320
February 200273.5FairGoodGoodSatisfactoryFO320
February 200073.5GoodGoodGoodGoodFO300
March 199873.5GoodGoodGoodGoodFO300
April 199673.5GoodGoodGoodGoodFO300