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WV 62 over EIGHTEEN MILE CREEK

Map

Coordinates:
+38.65390, -81.95222
38°39'14" N, 81°57'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WV 62 over EIGHTEEN MILE CREEK
Structure number:00000000040A131
Location:1.18 MILE N OF CR 10
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:81.4 ft. [24.8 m]
Total length:168.0 ft. [51.2 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Owner:State Highway Agency [01]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete [5]
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: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,463 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:83.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryVery GoodVery Good246383.8
October 2013GoodGoodVery GoodVery Good270097.6
October 2009GoodVery GoodVery GoodVery Good260097.6
October 2005GoodVery GoodVery GoodVery Good220095.6
November 2001GoodVery GoodVery GoodVery Good190099.0
November 1999GoodExcellentExcellentExcellent190097.0