+38.43353, -81.99596
38°26'01" N, 81°59'45" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 034/18 over HURRICANE CREEK
Structure number:00000000040A037
Location:0.37 MI E OF WV 34 (F)
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.0 ft. [13.4 m]
Total length:45.6 ft. [13.9 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:State Highway Agency [01]
Year built:1990
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:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:339 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodGoodGoodVery Good33980.0
March 2016GoodGoodGoodVery Good40080.0
March 2014GoodVery GoodVery GoodVery Good40080.0
March 2012GoodVery GoodVery GoodVery Good40080.0
March 2010GoodVery GoodVery GoodVery Good40080.0
March 2008GoodVery GoodVery GoodVery Good40080.0
March 2006GoodVery GoodVery GoodVery Good40080.0
April 2004GoodVery GoodVery GoodVery Good40080.0
May 2002GoodVery GoodVery GoodVery Good40080.0
July 2000GoodVery GoodVery GoodVery Good40080.0
July 1998GoodVery GoodVery GoodVery Good40080.0
August 1996GoodVery GoodVery GoodVery Good40080.0
September 1994GoodVery GoodVery GoodVery Good40080.0
November 1992GoodExcellentExcellentExcellent40080.0
December 1990GoodExcellentExcellentExcellent40080.0