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CR 18 over OLDTOWN CREEK

Map

Coordinates:
+38.85127, -81.99770
38°51'05" N, 81°59'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 18 over OLDTOWN CREEK
Structure number:00000000027A029
Location:0.70 MI E OF WV 2
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:58.1 ft. [17.7 m]
Total length:59.4 ft. [18.1 m]
Roadway width between curbs:20.7 ft. [6.3 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Skew angle:30°
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 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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactorySatisfactory5095.0
September 2015FairSatisfactorySatisfactorySatisfactory5095.0
October 2013FairSatisfactorySatisfactoryGood5095.0
October 2009GoodVery GoodVery GoodVery Good23082.0
October 2005GoodVery GoodVery GoodVery Good20083.0
October 2001GoodVery GoodVery GoodVery Good10096.0
December 1999GoodVery GoodVery GoodVery Good10096.0
February 1998GoodExcellentExcellentVery Good3096.0
February 1996GoodExcellentExcellentVery Good15081.5
March 1994GoodExcellentExcellentVery Good15081.5
March 1992GoodExcellentExcellentVery Good15081.5
May 1990GoodExcellentExcellentVery Good15081.5