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GOODWIN ROAD over WENATCHEE R. BNRR RT.285

Map

Coordinates:
+47.52794, -120.48950
47°31'41" N, 120°29'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GOODWIN ROAD over WENATCHEE R. BNRR RT.285
Structure number:084309000000000
Location:01.0W CASHMERE
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Major Collector (Rural) [07]
Length of largest span:124.0 ft. [37.8 m]
Total length:503.0 ft. [153.3 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:County Highway Agency [02]
Year built:1929
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:2
Main spans material:Steel [3]
Main spans design:Truss - Deck [09]
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:Poor
Status:Posted for load [P]
Average daily traffic:2,193 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:18.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$25,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018PoorPoorFairFair219318.7
May 2017PoorPoorFairFair219325.4
June 2016PoorPoorFairFair219325.1
June 2015PoorPoorFairFair215625.2
June 2014PoorPoorFairFair215625.2
June 2012PoorPoorSatisfactoryFair223825.1
June 2011PoorPoorSatisfactoryFair255024.8
September 2010PoorPoorSatisfactoryFair255024.8
September 2009PoorPoorSatisfactoryFair255024.8
August 2007PoorPoorSatisfactoryFair16033.2
December 2006PoorPoorSatisfactoryFair16033.2
September 2005PoorPoorSatisfactoryFair16033.2
November 2004PoorPoorSatisfactorySatisfactory16043.3
September 2002PoorPoorFairFair60032.9
November 2000FairSatisfactorySatisfactoryFair60032.9
September 1998FairSatisfactorySatisfactoryFair60032.9
August 1996FairSatisfactorySatisfactoryFair60032.9
June 1994FairVery GoodSatisfactoryFair60042.3
August 1993FairVery GoodSatisfactoryFair60042.3
April 1992FairVery GoodSatisfactoryFair60042.3