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US 2 over WENATCHEE RIVER

Map

Coordinates:
+47.54636, -120.57317
47°32'47" N, 120°34'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 2 over WENATCHEE RIVER
Structure number:0001212A0000000
Location:1.3 E JCT US 97
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:105.0 ft. [32.0 m]
Total length:353.0 ft. [107.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Owner:State Highway Agency [01]
Year built:1929
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:8,387 [as of 2016]
Truck traffic:9% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Fair [5 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: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: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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:53.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,366,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017PoorSeriousFairSatisfactory838753.5
September 2015FairSatisfactoryFairSatisfactory714958.6
September 2013FairSatisfactoryFairSatisfactory714958.6
July 2012FairSatisfactorySatisfactorySatisfactory754368.8
July 2010FairSatisfactorySatisfactorySatisfactory770168.7
August 2008FairSatisfactorySatisfactorySatisfactory770168.7
August 2006FairSatisfactorySatisfactorySatisfactory713968.8
June 2004FairSatisfactorySatisfactoryFair713958.6
July 2002FairSatisfactorySatisfactoryFair713958.6
October 2000FairSatisfactorySatisfactoryFair713958.6
September 1998FairSatisfactorySatisfactoryFair713958.6
September 1996FairSatisfactorySatisfactoryFair631746.1
September 1994FairSatisfactorySatisfactorySatisfactory631756.6
October 1992FairSatisfactorySatisfactoryGood482556.8
September 1990GoodGoodGoodGood482556.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.136132040
Deck
Reinforced Concrete Decksq. ft.8,4726,70412201,646
Wearing Surfacessq. ft.8,47208,47200
Superstructure
Reinforced Concrete Archlinear ft.5704770930
Reinforced Concrete Floor Beamlinear ft.760758200
Substructure
Reinforced Concrete Columneach1613030
Reinforced Concrete Pier Walllinear ft.200189290
Reinforced Concrete Abutmentlinear ft.7270020
Joints
Pourable Jointlinear ft.9609600
Open Jointlinear ft.4804800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.706706000
Reinforced Concrete Bridge Raillinear ft.70635303530