GOODWIN ROAD over WENATCHEE R. BNRR RT.285

Map

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

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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Poor	Poor	Fair	Fair	2193	18.7
May 2017	Poor	Poor	Fair	Fair	2193	25.4
June 2016	Poor	Poor	Fair	Fair	2193	25.1
June 2015	Poor	Poor	Fair	Fair	2156	25.2
June 2014	Poor	Poor	Fair	Fair	2156	25.2
June 2012	Poor	Poor	Satisfactory	Fair	2238	25.1
June 2011	Poor	Poor	Satisfactory	Fair	2550	24.8
September 2010	Poor	Poor	Satisfactory	Fair	2550	24.8
September 2009	Poor	Poor	Satisfactory	Fair	2550	24.8
August 2007	Poor	Poor	Satisfactory	Fair	160	33.2
December 2006	Poor	Poor	Satisfactory	Fair	160	33.2
September 2005	Poor	Poor	Satisfactory	Fair	160	33.2
November 2004	Poor	Poor	Satisfactory	Satisfactory	160	43.3
September 2002	Poor	Poor	Fair	Fair	600	32.9
November 2000	Fair	Satisfactory	Satisfactory	Fair	600	32.9
September 1998	Fair	Satisfactory	Satisfactory	Fair	600	32.9
August 1996	Fair	Satisfactory	Satisfactory	Fair	600	32.9
June 1994	Fair	Very Good	Satisfactory	Fair	600	42.3
August 1993	Fair	Very Good	Satisfactory	Fair	600	42.3
April 1992	Fair	Very Good	Satisfactory	Fair	600	42.3