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US 97 over PESHASTIN CREEK

Map

Coordinates:
+47.51067, -120.63133
47°30'38" N, 120°37'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 97 over PESHASTIN CREEK
Structure number:0005205A0000000
Location:17.3 N KITTITAS CO
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:55.1 ft. [16.8 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:37.4 ft. [11.4 m]
Deck width edge-to-edge:39.7 ft. [12.1 m]
Skew angle:42°
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,238 [as of 2012]
Truck traffic:19% of total traffic
Deck condition:Good [7 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: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 desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Sufficiency rating:87.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$928,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201787.4FairGoodGoodSatisfactory-5238
August 201588.2FairGoodGoodSatisfactory-5238
August 201387.9FairGoodGoodSatisfactory-5674
August 201187.9FairGoodGoodSatisfactory-5674
August 200988.0FairGoodGoodSatisfactory-5573
August 200789.4FairGoodGoodSatisfactory-4927
July 200589.4FairGoodGoodSatisfactory-4927
June 200377.9FairSatisfactorySatisfactoryFair-4927
September 200177.9FairSatisfactorySatisfactoryFair-4927
September 199975.9FairGoodSatisfactoryFair-4927
August 199791.7FairGoodGoodSatisfactory-4927
October 199586.2GoodGoodGoodGood-4927
October 199386.4GoodGoodGoodGood-4700
January 199186.2GoodGoodGoodGood-3401

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Deck
Reinforced Concrete Top Flangesq. ft.2,1632,163000
Wearing Surfacessq. ft.2,16302,16120
Substructure
Reinforced Concrete Abutmentlinear ft.107107000
Joints
Open Jointlinear ft.7500075
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.116116000
Deck
Reinforced Concrete Slabsq. ft.2,1632,163000