Craigs Crk Rd 615 over Mill Creek


+37.56147, -80.04234
37°33'41" N, 80°02'32" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Craigs Crk Rd 615 over Mill Creek
Structure number:000000000005503
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:32.2 ft. [9.8 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1948
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:559 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:70.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$628,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactoryGood55970.6
October 2017FairSatisfactorySatisfactoryGood55970.6
October 2016FairSatisfactorySatisfactoryGood55970.6
October 2015FairSatisfactorySatisfactoryGood55970.6
October 2014FairSatisfactoryGoodGood57070.6
October 2013GoodGoodGoodGood57070.6
October 2012GoodGoodGoodGood57070.6
October 2010GoodGoodGoodGood57078.3
October 2008GoodGoodGoodGood57078.3
October 2006GoodGoodGoodGood61081.3
October 2004GoodGoodGoodGood52778.3
October 2002GoodGoodGoodGood55978.3
October 2000GoodGoodGoodGood44178.3
November 1999PoorGoodPoorPoor44153.3
October 1998FairGoodSatisfactorySatisfactory42980.5
October 1997FairGoodSatisfactorySatisfactory41480.5
October 1995FairGoodSatisfactorySatisfactory42979.5
November 1994FairGoodSatisfactorySatisfactory61378.2
November 1993FairGoodFairSatisfactory61367.2
September 1991FairGoodFairFair34962.2
August 1990FairGoodFairFair34963.2