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S JOLI RD over FISHHAWK CREEK

Map

Coordinates:
+46.01335, -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 2015

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]
Operating rating:79.9 tons [72.6 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:75.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201575.8GoodGoodGoodGood-22
April 201375.8GoodGoodGoodGood-22
May 201175.8GoodGoodGoodGood-22
May 200975.8GoodGoodGoodVery Good-22
November 200875.8GoodGoodGoodVery Good-22
September 200675.8GoodGoodGoodVery Good-21
September 200475.8GoodGoodGoodVery Good-21
September 200275.8GoodGoodGoodVery Good-21
September 200075.8GoodVery GoodVery GoodVery Good-20
September 199875.8GoodVery GoodVery GoodVery Good-20
May 199675.8GoodVery GoodVery GoodVery Good-20
April 199475.8GoodVery GoodVery GoodVery Good-20
March 199276.8GoodVery GoodVery GoodVery Good-20
August 199075.8GoodExcellentExcellentExcellent-20

Element Data

Source: National Bridge Elements dataset, 2016 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
Bearings
Elastomeric Bearingeach1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.106961000
Steel Protective Coatingsq. ft.6576372000