LA0511 over CREEK


+32.44206, -93.80154
32°26'31" N, 93°48'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:LA0511 over CREEK
Structure number:040901020109681
Location:3.0 MI EAST OF LA 3132
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:48.9 ft. [14.9 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Owner:State Highway Agency [01]
Year built:1963
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,200 [as of 2015]
Truck traffic:16% of total traffic
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 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]
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:43.6 tons [39.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:79.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$262,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
February 201679.0Good7 out of 10FO11200
February 201479.0Good7 out of 10FO11300
February 201278.7Good7 out of 10FO12800
February 201078.3Good8 out of 10FO15100
January 200877.7Good8 out of 10FO18400
January 200677.6Good8 out of 10FO18800
January 200477.7Good8 out of 10FO18000
March 200277.7Good8 out of 10FO18421
February 200078.2Good8 out of 10FO15344
February 199878.2Good8 out of 10FO15344
February 199678.2Good8 out of 10FO14716
January 199478.5Good8 out of 10FO13071
February 199278.4Good8 out of 10FO13636