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S JOLI RD over FISHHAWK CREEK

Map

Coordinates:
+46.01335, -123.36416
46°00'48" N, 123°21'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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