US0080 over BAYOU FIFI


+32.55571, -93.58550
32°33'21" N, 93°35'08" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US0080 over BAYOU FIFI
Structure number:040800010310272
Location:3.0 MI EAST OF I-20
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:20.0 ft. [6.1 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:State Highway Agency [01]
Year built:1955
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:10
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:7,050 [as of 2016]
Truck traffic:37% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
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:69.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$900,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017PoorPoorPoorPoor705069.0
November 2016PoorPoorPoorPoor86406.9
November 2015PoorPoorPoorPoor86409.0
November 2014PoorPoorPoorPoor85209.0
November 2013PoorPoorPoorPoor83409.0
November 2012PoorPoorPoorPoor88809.0
November 2011PoorFairFairPoor864011.0
November 2010FairSatisfactorySatisfactoryFair840027.0
November 2009FairSatisfactorySatisfactoryFair732027.9
November 2008FairSatisfactorySatisfactoryFair726028.1
December 2007FairSatisfactorySatisfactoryFair714028.3
October 2006FairSatisfactorySatisfactoryFair666029.2
December 2005FairSatisfactorySatisfactorySatisfactory660042.8
November 2004FairSatisfactorySatisfactorySatisfactory654042.8
December 2003FairSatisfactorySatisfactorySatisfactory588043.8
December 2002FairSatisfactorySatisfactorySatisfactory582043.8
December 2000FairSatisfactorySatisfactorySatisfactory596243.6
November 1998FairSatisfactorySatisfactorySatisfactory596257.1
December 1996FairSatisfactorySatisfactorySatisfactory649856.5
December 1994FairSatisfactorySatisfactorySatisfactory606357.1
December 1992FairSatisfactorySatisfactorySatisfactory788255.2
December 1990FairSatisfactorySatisfactorySatisfactory788255.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.8080000
Reinforced Concrete Pileeach3688200
Reinforced Concrete Pier Caplinear ft.2882760120
Pourable Jointlinear ft.330003300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.402040200
Reinforced Concrete Slabsq. ft.6,8006,475256690
Wearing Surfacessq. ft.2,300002,3000