Share:

LA0511 over CREEK

Map 

Coordinates:
+32.44118, -93.83741
32°26'28" N, 93°50'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LA0511 over CREEK
Structure number:040901020106901
Location:0.3 MI EAST 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:47.9 ft. [14.6 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Skew angle:
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:6
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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:98.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201598.2Not deficient---4800
February 201398.2Not deficient---4800
February 201194.5Not deficient---6600
January 200994.4Not deficient---6900
January 200793.2Not deficient---10100
January 200592.2Not deficient---12700
February 200390.4Not deficient---17600
May 200190.3Not deficient---17755
April 199994.7Not deficient---6067
March 199794.7Not deficient---6067
February 199595.1Not deficient---5098
January 199395.5Not deficient---3966
January 199195.5Not deficient---3966