LA0507 over CREEK


+32.18592, -93.24230
32°11'09" N, 93°14'32" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LA0507 over CREEK
Structure number:044103040207711
Location:5.8 MI NORTH OF LA 786
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:19.0 ft. [5.8 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:1975
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:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:510 [as of 2015]
Truck traffic:14% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:51.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$478,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017PoorFairFairSerious51051.7
June 2015PoorFairFairSerious51051.7
June 2014PoorFairFairSerious51051.7
June 2013PoorSatisfactorySatisfactorySerious50052.7
June 2012PoorSatisfactorySatisfactorySerious50051.7
June 2011PoorGoodGoodSerious50052.7
July 2010PoorGoodGoodSerious55052.7
June 2009PoorGoodGoodSerious53052.7
July 2008PoorGoodGoodSerious52052.7
June 2006FairVery GoodVery GoodSatisfactory48096.9
June 2004FairVery GoodVery GoodSatisfactory46096.9
July 2002FairVery GoodVery GoodSatisfactory46096.9
July 2000FairVery GoodVery GoodSatisfactory40296.9
November 1998FairVery GoodVery GoodSatisfactory41996.9
August 1996FairVery GoodVery GoodSatisfactory46296.9
August 1994FairVery GoodVery GoodSatisfactory42796.9
July 1992FairVery GoodVery GoodSatisfactory47596.9
July 1990GoodVery GoodVery GoodGood47597.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Timber Columneach33000
Timber Abutmentlinear ft.104540500
Steel Pileeach1801800
Timber Pileeach2613067
Steel Pier Caplinear ft.4504500
Reinforced Concrete Pier Caplinear ft.18611557140
Pourable Jointlinear ft.186001860
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.190190000
Steel Protective Coatingsq. ft.627627000
Reinforced Concrete Slabsq. ft.2,9762,9340402
Wearing Surfacessq. ft.2,5532,36718600