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CR 1/1 SLS over HOPEWELL RUN

Map

Coordinates:
+39.37107, -77.94092
39°22'16" N, 77°56'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 1/1 SLS over HOPEWELL RUN
Structure number:00000000019A001
Location:0.46 MI W JCT CR 03 SLS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.6 ft. [7.2 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Owner:State Highway Agency [01]
Year built:1972
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:232 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:67.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$60,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairFairFairSatisfactory23267.6
March 2015FairFairFairSatisfactory25067.6
March 2013FairGoodFairSatisfactory25072.2
March 2011FairGoodFairSatisfactory50067.7
March 2009FairGoodFairSatisfactory20072.1
March 2007FairGoodFairSatisfactory20072.1
March 2005FairGoodGoodSatisfactory50080.0
March 2003FairGoodGoodSatisfactory45080.0
March 2001FairVery GoodGoodSatisfactory45080.0
March 1999FairVery GoodGoodSatisfactory35080.0
March 1997FairVery GoodGoodSatisfactory25084.5
March 1995FairExcellentExcellentSatisfactory25083.8
August 1994PoorPoorPoorSatisfactory25032.8
September 1992FairFairFairSatisfactory25055.7
October 1990FairFairFairSatisfactory25061.2