Share:

PESHASTIN MAIN ST over WENATCHEE RIVER

Map

Coordinates:
+47.56797, -120.60492
47°34'05" N, 120°36'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PESHASTIN MAIN ST over WENATCHEE RIVER
Structure number:082242000000000
Location:0.01 NE OF SR 2
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:107.0 ft. [32.6 m]
Total length:356.0 ft. [108.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Owner:County Highway Agency [02]
Year built:1931
Year reconstructed:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,395 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:61.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$11,126,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactorySatisfactory339561.8
August 2015FairSatisfactorySatisfactorySatisfactory296641.1
August 2013FairSatisfactorySatisfactoryVery Good296641.1
August 2011FairSatisfactorySatisfactoryFair314528.1
August 2009FairSatisfactorySatisfactoryFair314528.1
October 2008FairGoodSatisfactorySatisfactory350840.1
August 2006FairGoodSatisfactorySatisfactory350840.1
October 2004FairGoodSatisfactorySatisfactory342340.2
September 2002FairGoodSatisfactorySatisfactory400039.2
November 2000GoodGoodGoodGood400039.2
December 1998GoodGoodVery GoodVery Good400039.2
December 1996GoodGoodVery GoodVery Good400039.2
April 1994GoodGoodVery GoodVery Good400068.9
September 1991GoodVery GoodVery GoodVery Good400068.9