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W KENNEWICK AVE over C.I.D. CANAL

Map

Coordinates:
+46.20500, -119.12333
46°12'18" N, 119°07'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W KENNEWICK AVE over C.I.D. CANAL
Structure number:084992000000000
Location:.52 E JCT OLYMPIA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.9 ft. [7.6 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,084 [as of 2016]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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: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]
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:80.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Fair6 out of 10508480.3
November 2016Fair6 out of 10508481.7
November 2014Fair6 out of 10523781.6
November 2012Fair6 out of 10523781.6
November 2010Fair6 out of 10554279.1
November 2008FairN out of 10551979.4
November 2006FairN out of 101095778.7
October 2004GoodN out of 101095778.7
March 2002GoodN out of 101095778.7
March 2000GoodN out of 101095778.7
March 1997GoodN out of 101336078.4
March 1996GoodN out of 101336078.7
February 1994GoodN out of 101336078.7
December 1992GoodN out of 101336078.7
January 1991GoodN out of 101336078.7