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WV 062 over POCATALICO RIVER

Map

Coordinates:
+38.47833, -81.81355
38°28'42" N, 81°48'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WV 062 over POCATALICO RIVER
Structure number:00000000040A058
Location:0.41 MI N OF CR 31
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:100.1 ft. [30.5 m]
Total length:205.4 ft. [62.6 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans 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: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,615 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 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:82.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactoryGoodGood861582.3
June 2014FairSatisfactoryVery GoodGood1330079.0
June 2010GoodGoodVery GoodVery Good1470079.0
June 2006GoodGoodVery GoodVery Good1150079.0
June 2002GoodGoodVery GoodVery Good920081.5
August 2000GoodGoodVery GoodVery Good920079.5
August 1998GoodGoodVery GoodVery Good1000079.0
September 1996GoodGoodVery GoodVery Good1000079.0
November 1994GoodVery GoodExcellentVery Good930079.2
January 1993GoodVery GoodExcellentVery Good890079.8
February 1991GoodVery GoodExcellentVery Good890079.8