+32.43854, -93.79727
32°26'19" N, 93°47'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:040932263934781
Location:0.2 MI. SO.OF LA 511
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,178 [as of 1979]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:57.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$348,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201757.1FairSatisfactorySatisfactoryFairFO20178
March 201557.1FairSatisfactorySatisfactoryFairFO20178
March 201360.1FairSatisfactorySatisfactoryFairFO20178
March 201172.6FairSatisfactorySatisfactorySatisfactoryFO20178
March 200972.6FairSatisfactorySatisfactorySatisfactoryFO20178
March 200772.6FairSatisfactorySatisfactorySatisfactoryFO20178
March 200572.6FairSatisfactorySatisfactorySatisfactoryFO20178
March 200372.6FairSatisfactorySatisfactorySatisfactoryFO20178
February 200172.6FairSatisfactorySatisfactorySatisfactoryFO20178
March 199972.6FairSatisfactorySatisfactorySatisfactoryFO20178
March 199772.6FairSatisfactorySatisfactorySatisfactoryFO20178
March 199572.1FairSatisfactorySatisfactorySatisfactoryFO20178
March 199372.1FairSatisfactorySatisfactorySatisfactoryFO20178
March 199172.1FairSatisfactorySatisfactorySatisfactoryFO20178