US0080 over CREEK


+32.46413, -91.58300
32°27'51" N, 91°34'59" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US0080 over CREEK
Structure number:054200020313091
Location:2.6 MI EAST OF LA 183
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:32.2 ft. [9.8 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,940 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:72.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactorySatisfactory194072.1
September 2015FairSatisfactorySatisfactorySatisfactory193071.8
November 2013FairSatisfactorySatisfactorySatisfactory410068.5
November 2011FairSatisfactorySatisfactorySatisfactory300069.2
September 2009FairSatisfactorySatisfactorySatisfactory340068.9
September 2007FairSatisfactorySatisfactorySatisfactory360068.8
July 2005FairSatisfactorySatisfactorySatisfactory430068.4
November 2004FairSatisfactorySatisfactorySatisfactory440068.4
August 2003FairSatisfactorySatisfactorySatisfactory480068.1
March 2003FairSatisfactorySatisfactorySatisfactory470060.8
September 2000FairSatisfactorySatisfactorySatisfactory431661.0
October 1998FairSatisfactorySatisfactorySatisfactory431661.0
July 1996FairSatisfactorySatisfactorySatisfactory343561.6
June 1994FairSatisfactorySatisfactorySatisfactory410261.2
May 1992FairSatisfactorySatisfactorySatisfactory278462.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.310310000
Reinforced Concrete Decksq. ft.1,6741,674000
Wearing Surfacessq. ft.1,6741,5997500
Reinforced Concrete Abutmentlinear ft.6060000
Reinforced Concrete Pileeach50500
Reinforced Concrete Pier Caplinear ft.2727000
Pourable Jointlinear ft.7200720
Movable Bearingeach1010000
Fixed Bearingeach1010000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.126126000
Steel Protective Coatingsq. ft.630630000