LA0783 over DRY CREEK


+32.16564, -93.33620
32°09'56" N, 93°20'10" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LA0783 over DRY CREEK
Structure number:044103030108221
Location:8.22 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:39.0 ft. [11.9 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:2
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:Fair
Status:Open, no restriction [A]
Average daily traffic:660 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactoryFair66085.6
June 2015FairSatisfactorySatisfactorySatisfactory66096.7
June 2013FairGoodGoodSatisfactory65096.7
June 2011GoodVery GoodVery GoodGood67097.7
June 2009GoodVery GoodVery GoodGood70097.7
July 2007GoodVery GoodVery GoodGood51097.8
June 2005GoodVery GoodVery GoodGood51097.8
July 2003GoodVery GoodVery GoodGood58097.7
August 2001GoodVery GoodVery GoodGood58297.7
July 1999GoodVery GoodVery GoodGood66997.7
August 1997GoodVery GoodVery GoodGood66997.7
August 1995GoodVery GoodVery GoodGood56597.7
July 1993GoodVery GoodVery GoodVery Good51497.8
September 1991GoodVery GoodVery GoodVery Good53497.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Timber Columneach88000
Timber Abutmentlinear ft.100505000
Steel Pileeach1010000
Timber Pileeach70700
Steel Pier Caplinear ft.2626000
Reinforced Concrete Pier Caplinear ft.96771810
Pourable Jointlinear ft.93120810
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7676000
Steel Protective Coatingsq. ft.253253000
Reinforced Concrete Slabsq. ft.1,2091,1683650
Wearing Surfacessq. ft.1,05374430900