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WV 20 over NEW RIVER & CSX RAILROAD

Map

Coordinates:
+37.67260, -80.89433
37°40'21" N, 80°53'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WV 20 over NEW RIVER & CSX RAILROAD
Structure number:00000000045A061
Location:0.01 Miles N. of CR 3/21
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:183.4 ft. [55.9 m]
Total length:1292.7 ft. [394.0 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1975
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,812 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:92.1
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,096,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactoryGoodSatisfactory281292.1
April 2015FairSatisfactoryGoodSatisfactory330092.0
March 2013GoodGoodGoodGood290092.1
March 2012GoodGoodGoodGood290079.5
June 2011GoodGoodGoodGood290079.5
February 2011GoodGoodGoodGood290079.5
February 2010GoodGoodGoodGood830076.5
March 2008GoodGoodGoodGood830076.5
March 2006GoodGoodGoodGood470077.5
February 2003GoodGoodGoodGood450077.5
February 2001GoodGoodVery GoodGood400077.5
February 1999GoodGoodVery GoodGood400077.5
March 1997GoodGoodVery GoodGood380089.4
March 1995GoodVery GoodVery GoodGood380091.5
March 1993GoodVery GoodVery GoodVery Good370091.5
March 1991GoodVery GoodVery GoodVery Good440086.9