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LA0507 over STANLEY CREEK

Map

Coordinates:
+32.14252, -93.22950
32°08'33" N, 93°13'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LA0507 over STANLEY CREEK
Structure number:044103040204251
Location:2.3 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:58.1 ft. [17.7 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:1974
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:3
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:Posted for load [P]
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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:38.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$315,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017PoorFairFairSerious51038.1
June 2015PoorFairFairSerious51051.4
June 2014PoorFairFairSerious51051.4
June 2013PoorGoodGoodSerious50052.5
June 2012PoorGoodGoodSerious50053.5
June 2011PoorGoodGoodSerious50053.5
June 2010PoorVery GoodVery GoodSerious55053.4
June 2009PoorVery GoodVery GoodSerious53053.4
July 2008PoorVery GoodVery GoodSerious52053.4
July 2007PoorVery GoodVery GoodSerious48053.5
June 2006PoorVery GoodVery GoodSerious48053.5
June 2005PoorVery GoodVery GoodSerious46053.5
June 2004PoorVery GoodVery GoodSerious46053.5
July 2003PoorVery GoodVery GoodSerious46053.5
July 2002PoorVery GoodVery GoodSerious46053.5
August 2001PoorVery GoodVery GoodSerious40253.6
July 2000PoorVery GoodVery GoodSerious40253.6
July 1999PoorVery GoodVery GoodSerious41953.5
November 1998PoorVery GoodVery GoodSerious41953.5
August 1997PoorVery GoodVery GoodSerious41953.5
August 1995FairVery GoodVery GoodSatisfactory44497.8
July 1993GoodVery GoodVery GoodGood42997.8
September 1991GoodVery GoodVery GoodGood47598.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Abutmentlinear ft.100100000
Timber Pileeach1712212
Steel Pier Caplinear ft.1001000
Reinforced Concrete Pier Caplinear ft.1281151120
Joints
Pourable Jointlinear ft.114001140
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.330330000
Steel Protective Coatingsq. ft.1,0891,089000
Deck
Reinforced Concrete Slabsq. ft.1,7671,7481810
Wearing Surfacessq. ft.1,5661,22634000