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US 97 over WATSON DRAW

Map

Coordinates:
+48.06350, -119.88211
48°03'49" N, 119°52'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 97 over WATSON DRAW
Structure number:0007683A0000000
Location:1.5 N JCT SR 153
Purpose:Carries highway and pedestrian walkway over relief for waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:64.0 ft. [19.5 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:31.8 ft. [9.7 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:1991
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,511 [as of 2016]
Truck traffic:14% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:70.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,520,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018PoorSeriousGoodGood551170.1
July 2016PoorPoorGoodGood526574.2
July 2014PoorPoorGoodGood526574.2
July 2012FairSatisfactoryGoodGood463381.6
July 2010FairSatisfactoryGoodGood493380.9
September 2008FairSatisfactoryGoodGood493380.9
July 2006GoodVery GoodGoodGood524976.8
July 2004GoodVery GoodGoodGood524976.8
August 2002GoodVery GoodGoodGood524976.8
July 2000FairSatisfactoryGoodGood524976.7
April 1998GoodGoodGoodGood524976.0
April 1996GoodGoodGoodGood524974.5
May 1994GoodGoodGoodGood412579.1
September 1992FairSatisfactorySatisfactoryVery Good412579.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.500500000
Deck
Reinforced Concrete Decksq. ft.3,1802,78539500
Substructure
Reinforced Concrete Abutmentlinear ft.21100
Reinforced Concrete Pileeach44000
Reinforced Concrete Pier Caplinear ft.7070000
Joints
Pourable Jointlinear ft.6400064
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.200200000