LA0526 over DRAIN


+32.41402, -93.89437
32°24'50" N, 93°53'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:LA0526 over DRAIN
Structure number:040908090802621
Location:2.42 MI SOUTH OF I-20
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:9.8 ft. [3.0 m]
Total length:55.1 ft. [16.8 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1977
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,800 [as of 2015]
Truck traffic:20% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
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:84.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
February 201684.0Fair6 out of 10-8800
February 201483.6Good7 out of 10-12700
February 201283.5Good7 out of 10-12900
February 201083.6Good7 out of 10-12300
February 200883.7Good7 out of 10-11600
February 200683.7Good7 out of 10-11500
February 200483.7Good7 out of 10-11500
March 200284.2Good7 out of 10-7000
February 200083.8Good7 out of 10-10512
February 199883.8Good7 out of 10-10512
February 199684.0Good8 out of 10-11250
January 199483.9Good8 out of 10-12244
February 199283.8Good8 out of 10-12693