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SR 14 over DEAD CANYON

Map

Coordinates:
+45.86961, -119.82464
45°52'11" N, 119°49'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 14 over DEAD CANYON
Structure number:000000OE0000000
Location:4.8 E KLICKITAT CO
Purpose:Carries highway over highway and waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:61.0 ft. [18.6 m]
Total length:169.0 ft. [51.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
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: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,534 [as of 2016]
Truck traffic:48% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:63.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,501,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactoryGoodGood153463.1
May 2016GoodGoodGoodGood135562.5
May 2014GoodGoodGoodGood135562.5
April 2012GoodGoodGoodGood160262.5
April 2010GoodGoodGoodGood153462.5
May 2008GoodGoodGoodGood174760.5
June 2006GoodGoodGoodGood150060.5
May 2004GoodGoodGoodGood150060.5
June 2002GoodGoodGoodGood150060.5
May 2000GoodGoodGoodGood74170.0
July 1998FairSatisfactoryGoodSatisfactory74170.0
July 1996FairSatisfactoryGoodSatisfactory74176.7
November 1994FairSatisfactoryGoodSatisfactory74176.5
September 1992FairSatisfactoryGoodGood103065.9
September 1990FairSatisfactoryGoodGood103068.4