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US0080 over CREEK

Map

Coordinates:
+32.46619, -91.60690
32°27'58" N, 91°36'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US0080 over CREEK
Structure number:054200020311671
Location:1.2 MI EAST OF LA 183
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:217.9 ft. [66.4 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:7
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:80.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactorySatisfactory194080.3
September 2015FairSatisfactorySatisfactorySatisfactory193080.1
November 2013FairSatisfactorySatisfactorySatisfactory191080.1
November 2011FairSatisfactorySatisfactorySatisfactory210078.0
September 2009FairSatisfactorySatisfactorySatisfactory200080.1
October 2007FairSatisfactorySatisfactorySatisfactory192080.1
July 2005FairSatisfactorySatisfactorySatisfactory168080.2
March 2003FairSatisfactorySatisfactorySatisfactory125065.3
August 2000FairSatisfactorySatisfactorySatisfactory113765.3
July 1998FairSatisfactorySatisfactorySatisfactory113765.3
July 1996FairSatisfactorySatisfactorySatisfactory150965.2
June 1994FairSatisfactorySatisfactorySatisfactory130265.2
May 1992FairSatisfactorySatisfactorySatisfactory164465.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,0851,0434200
Deck
Reinforced Concrete Decksq. ft.5,8945,84525240
Wearing Surfacessq. ft.5,8945,69420000
Substructure
Reinforced Concrete Abutmentlinear ft.6060000
Reinforced Concrete Pileeach3030000
Reinforced Concrete Pier Caplinear ft.1441320120
Joints
Pourable Jointlinear ft.192001920
Bearings
Movable Bearingeach3535000
Fixed Bearingeach3535000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4363865000
Steel Protective Coatingsq. ft.2,1802,1305000