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SELTICE/1260 over WILLOW CREEK

Map

Coordinates:
+47.15202, -117.09060
47°09'07" N, 117°05'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SELTICE/1260 over WILLOW CREEK
Structure number:081669000000000
Location:0.03 MI SE WARNER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Owner:County Highway Agency [02]
Year built:1912
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:70 [as of 2016]
Truck traffic:25% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:67.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$300,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2018Fair6 out of 107067.2
February 2016Fair6 out of 107073.2
February 2014Fair6 out of 107073.2
November 2011FairN out of 107057.2
November 2009FairN out of 107058.2
October 2007FairN out of 107058.2
November 2005FairN out of 107059.2
October 2003FairN out of 107059.2
October 2001FairN out of 107059.2
November 1999FairN out of 107069.2
October 1998FairN out of 107072.2
November 1997FairN out of 107072.2
November 1996FairN out of 107070.5
December 1995FairN out of 107070.5
November 1994GoodN out of 107070.5
November 1993GoodN out of 107070.5
December 1992GoodN out of 107070.5
November 1991GoodN out of 107070.5