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LA0134 over COLEWA CREEK

Map

Coordinates:
+32.61824, -91.60530
32°37'06" N, 91°36'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LA0134 over COLEWA CREEK
Structure number:054201610501311
Location:1.3 MI EAST OF LA 183
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:242.1 ft. [73.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1953
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:6
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:530 [as of 2016]
Truck traffic:14% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:68.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactorySatisfactory53068.6
September 2015FairSatisfactorySatisfactorySatisfactory44069.9
March 2014PoorPoorGoodGood46067.6
February 2013PoorPoorGoodGood63065.9
February 2012PoorPoorGoodGood63065.9
February 2011PoorPoorGoodGood62065.9
February 2010PoorPoorGoodGood74065.5
February 2009PoorPoorGoodGood72065.6
September 2007PoorPoorGoodGood71063.6
July 2006PoorPoorGoodGood73063.5
July 2005PoorPoorGoodGood71063.6
March 2004PoorPoorGoodGood68063.7
March 2003PoorPoorGoodGood55066.2
December 2001PoorPoorGoodGood51664.3
September 2000PoorPoorGoodGood51664.3
October 1999PoorPoorGoodGood51666.3
August 1998PoorPoorGoodGood51653.2
August 1997PoorPoorGoodGood57952.9
August 1996PoorPoorGoodGood59652.8
January 1996PoorPoorGoodGood73851.0
July 1994PoorPoorGoodGood40453.7
July 1993PoorPoorSatisfactoryGood39254.8
June 1992PoorPoorGoodGood47453.4
October 1991PoorPoorGoodGood47453.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.96048048000
Steel Protective Coatingsq. ft.8,64003,4563,4561,728
Deck
Reinforced Concrete Decksq. ft.5,7602,6363,0241000
Substructure
Reinforced Concrete Abutmentlinear ft.5656000
Reinforced Concrete Pileeach2081200
Reinforced Concrete Pier Caplinear ft.130130000
Joints
Open Jointlinear ft.280280000
Bearings
Movable Bearingeach2402400
Steel Protective Coatingsq. ft.52024235
Fixed Bearingeach2402400
Steel Protective Coatingsq. ft.52024235
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.480480000
Steel Protective Coatingsq. ft.2,40002,40000