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SECOND ST. over ASOTIN CREEK

Map

Coordinates:
+46.34024, -117.05592
46°20'25" N, 117°03'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SECOND ST. over ASOTIN CREEK
Structure number:085248000000000
Location:0.0 E FAS RT F021
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:85.0 ft. [25.9 m]
Total length:105.0 ft. [32.0 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1920
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: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2014]
Truck traffic:5% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:57.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,496,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2018Fair6 out of 1050057.6
September 2016Fair6 out of 1050057.4
September 2014Fair6 out of 1050057.4
July 2012Fair6 out of 1050057.4
July 2010Fair6 out of 1050057.4
October 2008FairN out of 1050057.4
November 2006FairN out of 1050057.4
December 2004FairN out of 1050057.4
September 2002FairN out of 1050077.9
October 2000FairN out of 1050077.9
April 1999FairN out of 1050077.9
August 1997FairN out of 1050081.9
August 1995FairN out of 1050061.5
April 1993FairN out of 1050082.0
November 1991FairN out of 1050082.0