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CR 06 SLS over CLIFFORD HOLLOW RUN

Map

Coordinates:
+39.14315, -78.90759
39°08'35" N, 78°54'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 06 SLS over CLIFFORD HOLLOW RUN
Structure number:00000000016A016
Location:4.15 MI N OF CR 15 SLS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:35.8 ft. [10.9 m]
Total length:39.7 ft. [12.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:State Highway Agency [01]
Year built:1995
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:Wood or timber [7]
Main span design:Box beam or girders - Multiple [05]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:103 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:79.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$160,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairFairFairGood10379.6
March 2015FairSatisfactoryFairGood10086.1
March 2013FairSatisfactoryFairGood10086.1
March 2012FairSatisfactoryFairGood10079.2
March 2011FairSatisfactoryFairGood10079.2
March 2010FairSatisfactoryFairGood10078.9
March 2009FairSatisfactoryFairGood10078.9
March 2008FairSatisfactoryFairGood10077.9
March 2007FairSatisfactoryFairGood10077.9
March 2006FairSatisfactoryFairGood10077.9
March 2005GoodGoodGoodGood10099.0
March 2004GoodGoodGoodGood20092.0
March 2003GoodGoodGoodGood10099.0
March 2002GoodGoodGoodGood10099.0
March 2001GoodVery GoodVery GoodGood10099.0
March 2000GoodVery GoodVery GoodVery Good20092.0
March 1999GoodVery GoodVery GoodVery Good20092.0
March 1998GoodExcellentExcellentExcellent20092.0
March 1997GoodExcellentExcellentExcellent20092.0
March 1996GoodExcellentExcellentExcellent20092.0
July 1995GoodExcellentExcellentExcellent20092.0
August 1993PoorPoorPoorFair20023.9
September 1991PoorPoorFairFair20049.1