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SR 3 over SHERWOOD CREEK

Map

Coordinates:
+47.37505, -122.83582
47°22'30" N, 122°50'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3 over SHERWOOD CREEK
Structure number:0004133A0000000
Location:20.5 N JCT US 101
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:56.1 ft. [17.1 m]
Total length:147.0 ft. [44.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Owner:State Highway Agency [01]
Year built:1952
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 continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,503 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:65.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,234,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactoryGoodSatisfactory950365.3
February 2016FairSatisfactoryGoodSatisfactory833565.2
February 2014FairSatisfactoryGoodSatisfactory833565.2
February 2012FairSatisfactorySatisfactoryFair878254.2
March 2010FairSatisfactorySatisfactoryFair942554.2
February 2008FairSatisfactorySatisfactoryFair859252.2
March 2006FairSatisfactorySatisfactoryFair892052.2
March 2004FairSatisfactorySatisfactoryFair892052.2
July 2002FairSatisfactorySatisfactoryFair892052.2
September 2000FairSatisfactorySatisfactoryFair892053.2
April 1998FairSatisfactorySatisfactoryFair892054.2
March 1996FairSatisfactorySatisfactorySatisfactory411661.6
March 1994FairSatisfactorySatisfactorySatisfactory275064.9
October 1992FairSatisfactorySatisfactorySatisfactory275073.1
April 1990PoorPoorPoorSatisfactory275038.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.556556000
Deck
Reinforced Concrete Decksq. ft.3,8223,818004
Wearing Surfacessq. ft.3,82203,82200
Substructure
Reinforced Concrete Abutmentlinear ft.6868000
Reinforced Concrete Pile Cap/Footinglinear ft.11000
Reinforced Concrete Pileeach86020
Joints
Open Jointlinear ft.5205200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.294294000
Reinforced Concrete Bridge Raillinear ft.294294000