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PARRISH CREEK ROAD over JOHN DAY RIVER (SPRAY)

Map

Coordinates:
+44.82748, -119.79485
44°49'39" N, 119°47'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PARRISH CREEK ROAD over JOHN DAY RIVER (SPRAY)
Structure number:069C12067002710
Location:271 MI NE OF JCT HWY 26
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:69.9 ft. [21.3 m]
Total length:319.9 ft. [97.5 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:County Highway Agency [02]
Year built:1963
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:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:787 [as of 2010]
Truck traffic:15% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:59.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairFairSatisfactoryFair78759.4
November 2014FairSatisfactorySatisfactoryFair78751.9
August 2012FairSatisfactorySatisfactoryFair78751.9
August 2010FairSatisfactorySatisfactoryFair78751.9
October 2008FairGoodSatisfactorySatisfactory78763.2
August 2006FairGoodSatisfactorySatisfactory75664.5
August 2004FairGoodSatisfactoryGood75664.2
July 2002GoodGoodGoodGood5181.6
July 2000GoodGoodGoodVery Good5081.6
July 1998GoodGoodGoodVery Good5081.6
June 1996GoodGoodGoodVery Good5090.4
July 1994GoodGoodGoodVery Good5090.5
September 1992GoodVery GoodGoodGood5090.5
September 1990GoodVery GoodGoodGood5089.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,1241,122200
Reinforced Concrete Girder/Beamlinear ft.1569424380
Deck
Reinforced Concrete Decksq. ft.8,009008,0090
Reinforced Concrete Top Flangesq. ft.1,112001,1120
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Pier Walllinear ft.114011400
Reinforced Concrete Abutmentlinear ft.57421410
Reinforced Concrete Pile Cap/Footinglinear ft.30141600
Joints
Pourable Jointlinear ft.57029028
Bearings
Elastomeric Bearingeach3228400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6405954500