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S JOLI RD over FISHHAWK CREEK

Map

Coordinates:
+46.01339, -123.36416
46°00'48" N, 123°21'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S JOLI RD over FISHHAWK CREEK
Structure number:07C08 151600018
Location:015 MI NW OF BIRKENFELD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:57.1 ft. [17.4 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:13.1 ft. [4.0 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1990
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: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:22 [as of 2010]
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:75.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodGoodGoodGood2275.8
April 2015GoodGoodGoodGood2275.8
April 2013GoodGoodGoodGood2275.8
May 2011GoodGoodGoodGood2275.8
May 2009GoodGoodGoodVery Good2275.8
November 2008GoodGoodGoodVery Good2275.8
September 2006GoodGoodGoodVery Good2175.8
September 2004GoodGoodGoodVery Good2175.8
September 2002GoodGoodGoodVery Good2175.8
September 2000GoodVery GoodVery GoodVery Good2075.8
September 1998GoodVery GoodVery GoodVery Good2075.8
May 1996GoodVery GoodVery GoodVery Good2075.8
April 1994GoodVery GoodVery GoodVery Good2075.8
March 1992GoodVery GoodVery GoodVery Good2076.8
August 1990GoodExcellentExcellentExcellent2075.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Prestressed Concrete Decksq. ft.928927100
Wearing Surfacessq. ft.69858211600
Substructure
Reinforced Concrete Abutmentlinear ft.4847100
Joints
Other Jointlinear ft.32171500
Bearings
Elastomeric Bearingeach1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.106961000
Steel Protective Coatingsq. ft.6576372000