+32.34776, -90.17080
32°20'52" N, 90°10'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:SA2500000000230
Location:SEC 23 T 6N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:27.9 ft. [8.5 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
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:100 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
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:35.6 tons [32.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:86.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$237,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201686.5GoodGoodVery GoodVery Good-100
February 201486.5GoodVery GoodVery GoodVery Good-100
February 201273.3GoodVery GoodVery GoodVery Good-100
February 201073.3GoodVery GoodVery GoodVery Good-100
November 200773.3GoodVery GoodVery GoodVery Good-100
November 200573.3GoodVery GoodVery GoodVery Good-100
February 200473.3GoodVery GoodVery GoodVery Good-100
February 200273.3GoodVery GoodVery GoodVery Good-100
February 200072.3GoodVery GoodVery GoodVery Good-180
March 199872.3GoodVery GoodVery GoodVery Good-180
April 199672.3GoodVery GoodVery GoodVery Good-180