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OR 207 (HWY 390) over SHOOFLY CREEK

Map

Coordinates:
+44.71129, -120.04457
44°42'41" N, 120°02'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 207 (HWY 390) over SHOOFLY CREEK
Structure number:02457A390 00907
Location:154 MI N MITCHELL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:35.1 ft. [10.7 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:140 [as of 2016]
Truck traffic:22% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:91.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodGoodGoodGood14091.5
August 2015GoodGoodGoodGood16091.4
August 2013GoodGoodGoodGood16091.4
August 2011GoodVery GoodVery GoodGood16091.4
June 2010GoodVery GoodVery GoodGood12091.6
May 2008GoodVery GoodVery GoodGood12091.7
May 2006GoodVery GoodVery GoodGood11095.3
April 2004GoodVery GoodVery GoodGood13095.2
April 2002GoodVery GoodVery GoodGood13096.2
April 2000GoodVery GoodVery GoodGood26094.2
April 1998GoodVery GoodVery GoodGood26094.2
April 1996GoodVery GoodVery GoodGood15096.1
April 1994GoodVery GoodVery GoodGood15096.1
April 1992GoodVery GoodVery GoodGood15096.1
April 1990GoodVery GoodVery GoodVery Good17096.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Prestressed Concrete Decksq. ft.1,0361,036000
Wearing Surfacessq. ft.1,0361,036000
Substructure
Reinforced Concrete Abutmentlinear ft.59431330
Joints
Other Jointlinear ft.5605600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7660880
Steel Protective Coatingsq. ft.471471000