+32.40583, -91.79150
32°24'21" N, 91°47'29" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LA0584 over LITTLE CREEK
Structure number:054208420702471
Location:2.5 MI EAST OF LA 135
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:19.0 ft. [5.8 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:State Highway Agency [01]
Year built:1961
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:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:370 [as of 2016]
Truck traffic:19% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:27.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$400,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorPoorPoorFair37027.3
October 2015PoorSatisfactorySatisfactoryPoor36052.4
January 2014FairSatisfactorySatisfactorySatisfactory37079.6
January 2012FairSatisfactorySatisfactorySatisfactory40079.6
January 2010FairSatisfactorySatisfactorySatisfactory65078.4
October 2007FairSatisfactorySatisfactorySatisfactory64078.4
September 2005FairSatisfactorySatisfactorySatisfactory62078.4
March 2003FairSatisfactorySatisfactorySatisfactory68078.4
September 2000FairSatisfactorySatisfactorySatisfactory95376.0
September 1998FairSatisfactorySatisfactorySatisfactory95376.0
July 1996FairSatisfactorySatisfactorySatisfactory38376.4
July 1994FairSatisfactorySatisfactorySatisfactory36075.5
July 1992FairSatisfactorySatisfactorySatisfactory50074.4
August 1990GoodGoodGoodGood50074.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.5252000
Timber Pileeach2071300
Prestressed Concrete Pier Caplinear ft.7878000
Pourable Jointlinear ft.120001200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.152152000
Steel Protective Coatingsq. ft.760760000
Reinforced Concrete Slabsq. ft.1,8241,62402000
Wearing Surfacessq. ft.1,824001,8240