+32.48167, -93.74167
32°28'54" N, 93°44'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:040932289934451
Location:1.2 MI WEST OF LA 1
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:7.9 ft. [2.4 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1989
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:21,856 [as of 1979]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:43.9 tons [39.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:78.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$223,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201778.4Good7 out of 10FO21856
March 201578.4Good7 out of 10FO21856
March 201378.4Good8 out of 10FO21856
March 201178.4Good8 out of 10FO21856
March 200978.4Good8 out of 10FO21856
March 200778.4Good8 out of 10FO21856
March 200578.4Good8 out of 10FO21856
March 200378.4Good8 out of 10FO21856
February 200178.4Good8 out of 10FO21856
March 199978.4Good8 out of 10FO21856
February 199778.4Good8 out of 10-21856
January 199578.9Good8 out of 10-21856
March 199378.9Good8 out of 10-21856
April 199178.9Good8 out of 10-21856