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LA0001 over DRAIN

Map 

Coordinates:
+32.60257, -93.84500
32°36'09" N, 93°50'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LA0001 over DRAIN
Structure number:040900450103191
Location:3.19M NW LA1/US71 INTR
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:3.9 ft. [1.2 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:107.9 ft. [32.9 m]
Owner:State Highway Agency [01]
Year built:1993
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:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:6,800 [as of 2014]
Structural appraisal:Unknown [*]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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]
Sufficiency rating:99.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201599.4Not deficient---6800
January 201399.4Not deficient---6800
January 201199.5Not deficient---5900
January 200999.5Not deficient---5900
January 200784.2Not deficient---6900
January 200584.2Not deficient---7300
January 200384.2Not deficient---7500
April 200184.2Not deficient---6946
May 199984.1Not deficient---7581
February 199784.1Not deficient---7581
March 199584.6Not deficient---4081
February 199384.0Not deficient---11400