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LA0783 over DRY CREEK

Map

Coordinates:
+32.15658, -93.33620
32°09'24" N, 93°20'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LA0783 over DRY CREEK
Structure number:044103030107591
Location:7.59 MI NORTH OF LA 783
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 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:1978
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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:660 [as of 2015]
Truck traffic:6% of total traffic
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: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 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]
Sufficiency rating:95.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016GoodGoodGoodGood66095.8
June 2014GoodGoodGoodGood65095.9
June 2012GoodGoodGoodGood69095.8
June 2010GoodGoodGoodGood70096.8
July 2008GoodVery GoodVery GoodVery Good70096.8
June 2006GoodVery GoodVery GoodVery Good51096.9
June 2004GoodVery GoodVery GoodVery Good58096.9
July 2002GoodVery GoodVery GoodVery Good58096.9
July 2000GoodVery GoodVery GoodVery Good58296.9
November 1998GoodVery GoodVery GoodVery Good66996.8
August 1996GoodVery GoodVery GoodVery Good66996.8
August 1994GoodVery GoodVery GoodVery Good54396.9
July 1992GoodVery GoodVery GoodVery Good53496.9
July 1990GoodVery GoodVery GoodVery Good53498.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Abutmentlinear ft.9309300
Timber Pileeach1313000
Reinforced Concrete Pier Caplinear ft.128128000
Joints
Pourable Jointlinear ft.124001240
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.114114000
Steel Protective Coatingsq. ft.376376000
Deck
Reinforced Concrete Slabsq. ft.1,7671,767000
Wearing Surfacessq. ft.1,573001,5730