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County Route 18/20 over POINT PLEASANT CREEK

Map

Coordinates:
+39.51867, -80.89291
39°31'07" N, 80°53'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:County Route 18/20 over POINT PLEASANT CREEK
Structure number:00000000048A071
Location:0.01 mile West jct WV18
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Owner:State Highway Agency [01]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel continuous [4]
Main span 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: October 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2008]
Truck traffic:3% 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: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 desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.5
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$160,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2015GoodGoodGoodGood50094.5
October 2011GoodGoodGoodGood50094.5
June 2009GoodGoodGoodGood50094.5
August 2007GoodGoodGoodGood50094.5
July 2004GoodGoodGoodGood115586.8
August 2003GoodGoodGoodGood110086.8
August 1999GoodGoodGoodGood110086.8
August 1997GoodExcellentExcellentExcellent110086.8
August 1995GoodExcellentExcellentExcellent110086.8
August 1993GoodExcellentExcellentExcellent110086.8