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SR 4 over KLINTS CREEK

Map

Coordinates:
+46.35872, -123.56553
46°21'31" N, 123°33'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 4 over KLINTS CREEK
Structure number:0002331B0000000
Location:14.6 E JCT SR 401
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:17.1 ft. [5.2 m]
Total length:154.9 ft. [47.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:State Highway Agency [01]
Year built:1938
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:9
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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,198 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 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:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:51.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,674,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodGoodFair119851.2
August 2015FairGoodGoodFair114549.8
August 2013FairGoodGoodFair114549.8
August 2011FairGoodGoodFair114749.8
August 2009PoorGoodGoodPoor164139.6
August 2007FairGoodGoodFair142850.6
November 2005FairGoodGoodFair142849.6
September 2003FairGoodGoodFair142850.6
September 2002FairGoodGoodFair142850.6
July 2001FairGoodGoodFair142848.6
August 2000FairGoodGoodFair142848.6
June 1998FairGoodGoodFair126550.6
July 1997FairGoodGoodFair126536.5
November 1995FairGoodGoodFair126536.5
November 1994PoorGoodGoodPoor126521.5
February 1992FairGoodGoodSatisfactory167546.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.2,4802,480000
Deck
Reinforced Concrete Decksq. ft.3,7203,7081101
Substructure
Reinforced Concrete Abutmentlinear ft.8282000
Timber Pileeach5047111
Timber Pier Caplinear ft.320320000
Joints
Pourable Jointlinear ft.4804800
Open Jointlinear ft.1920967224
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.310310000
Reinforced Concrete Bridge Raillinear ft.155155000