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US 12 over WOODWARD CR

Map

Coordinates:
+46.05281, -118.61561
46°03'10" N, 118°36'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 12 over WOODWARD CR
Structure number:0002241D0000000
Location:15.5 E JCT SR 730
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:20.0 ft. [6.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Owner:State Highway Agency [01]
Year built:1919
Year reconstructed:1937
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,203 [as of 2016]
Truck traffic:17% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:53.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$912,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018GoodGoodGoodGood820353.0
March 2016GoodGoodGoodGood733861.6
March 2014FairSatisfactorySatisfactorySatisfactory733861.6
March 2012FairSatisfactorySatisfactorySatisfactory712253.8
March 2010FairSatisfactorySatisfactorySatisfactory685654.2
March 2008FairSatisfactorySatisfactorySatisfactory560055.1
March 2006FairSatisfactorySatisfactorySatisfactory560055.1
April 2004FairSatisfactorySatisfactoryGood560047.9
April 2002FairSatisfactorySatisfactoryGood560047.9
March 2000FairSatisfactorySatisfactoryGood441350.3
August 1998FairGoodGoodFair441338.2
May 1996GoodGoodGoodGood441352.3
September 1994GoodGoodGoodGood441352.3
September 1992GoodGoodGoodGood512548.7
June 1990GoodGoodGoodGood512548.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Archlinear ft.2020000
Deck
Reinforced Concrete Top Flangesq. ft.420420000
Wearing Surfacessq. ft.420042000
Substructure
Reinforced Concrete Pier Walllinear ft.2828000
Reinforced Concrete Abutmentlinear ft.148148000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.120120000
Reinforced Concrete Bridge Raillinear ft.6000600
Deck
Reinforced Concrete Slabsq. ft.420420000
Wearing Surfacessq. ft.420042000