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LA0538 over CREEK

Map 

Coordinates:
+32.66083, -93.95061
32°39'39" N, 93°57'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LA0538 over CREEK
Structure number:040900780410431
Location:4.52 MI N OF LA 173
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:State Highway Agency [01]
Year built:1999
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:820 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:69.3 tons [63.0 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Sufficiency rating:87.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201587.4Not deficientGoodGoodGood820
January 201387.4Not deficientGoodGoodGood810
January 201186.7Not deficientGoodGoodGood890
January 200987.1Not deficientVery GoodVery GoodVery Good850
January 200785.7Not deficientVery GoodVery GoodVery Good850
January 200586.4Not deficientVery GoodVery GoodVery Good780