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CLAYCUT ROAD over DAWSON CREEK

Map

Coordinates:
+30.43667, -91.16500
30°26'12" N, 91°09'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CLAYCUT ROAD over DAWSON CREEK
Structure number:611730262910991
Location:.01 MI WEST ACADIAN THRWY
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:19.0 ft. [5.8 m]
Total length:83.0 ft. [25.3 m]
Roadway width between curbs:33.8 ft. [10.3 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1964
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 9 / H 10 [1]
Number of main spans:5
Main spans material:Wood or timber [7]
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: February 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:5,323 [as of 1993]
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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: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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:24.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$358,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018PoorGoodPoorSerious532324.0
February 2016PoorGoodPoorSerious532324.0
February 2014PoorGoodPoorSerious532324.0
February 2012PoorGoodSatisfactoryPoor532346.6
February 2010FairGoodGoodSatisfactory532373.6
February 2008FairGoodSatisfactoryGood532367.5
April 2006GoodGoodGoodGood532367.5
July 2004GoodGoodGoodGood532367.5
August 2002GoodGoodGoodGood532367.5
August 2000GoodGoodGoodGood532367.5
August 1998GoodGoodGoodGood532370.5
September 1997GoodGoodGoodGood532368.5
April 1997PoorSatisfactoryFairImminent Failure532328.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.2,4602,4000060
Deck
Reinforced Concrete Decksq. ft.3,6083,608000
Wearing Surfacessq. ft.2,7062,706000
Substructure
Timber Abutmentlinear ft.9486080
Timber Pileeach4944221
Timber Pier Caplinear ft.30025912425
Joints
Pourable Jointlinear ft.264002640
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.164164000
Steel Protective Coatingsq. ft.546054600