LA0882 over JOE'S BAYOU


+32.70862, -91.32090
32°42'31" N, 91°19'15" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LA0882 over JOE'S BAYOU
Structure number:051808180601761
Location:1.76 MI WEST OF SOUTH INT
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Owner:State Highway Agency [01]
Year built:1979
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: March 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:110 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of replacement [2]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:66.0
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
March 2017PoorSatisfactorySatisfactoryPoor11066.0
March 2015PoorSatisfactorySatisfactoryPoor11066.0
April 2013FairSatisfactorySatisfactorySatisfactory7695.0
June 2011FairSatisfactorySatisfactorySatisfactory11998.0
April 2009FairSatisfactorySatisfactorySatisfactory12998.0
March 2007FairSatisfactorySatisfactorySatisfactory18498.0
September 2004FairSatisfactorySatisfactorySatisfactory18998.0
July 2002FairSatisfactorySatisfactorySatisfactory17998.0
May 2000FairSatisfactorySatisfactorySatisfactory16698.0
March 1998FairSatisfactorySatisfactorySatisfactory17398.0
January 1996FairSatisfactorySatisfactorySatisfactory16498.0
December 1993GoodGoodGoodGood10098.0
December 1991GoodGoodGoodGood11196.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Timber Abutmentlinear ft.110806240
Timber Pileeach3530050
Reinforced Concrete Pier Caplinear ft.2222022000
Pourable Jointlinear ft.198001980
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.200200000
Steel Protective Coatingsq. ft.466466000
Reinforced Concrete Slabsq. ft.3,1352,83530000
Wearing Surfacessq. ft.2,9762,1124444200