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LA0511 over CREEK

Map 

Coordinates:
+32.44212, -93.83957
32°26'32" N, 93°50'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LA0511 over CREEK
Structure number:040901020106711
Location:0.1 MI E JCT LA 3132
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:7.9 ft. [2.4 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:53.5 ft. [16.3 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Owner:State Highway Agency [01]
Year built:1984
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:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:4,800 [as of 2014]
Truck traffic:16% of total traffic
Structural appraisal:Unknown [*]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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]
Sufficiency rating:84.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201584.9Not deficient---4800
February 201384.9Not deficient---4800
February 201176.9Not deficient---6600
January 200976.8Not deficient---6900
January 200775.3Not deficient---10100
January 200574.1Not deficient---12700
February 200371.8Not deficient---17600
May 200171.7Not deficient---17755
April 199977.2Not deficient---6067
March 199777.2Not deficient---6067
February 199583.0Not deficient---5098
January 199383.5Not deficient---3966
January 199183.5Not deficient---3966