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NC200 over BEARSKIN CREEK

Map

Coordinates:
+34.99612, -80.52298
34°59'46" N, 80°31'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC200 over BEARSKIN CREEK
Structure number:000000001790024
Old structure number:000000000179024 (from 1992 edition)
Location:0.3 MI. S. JCT. SR1006
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:28.9 ft. [8.8 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Owner:State Highway Agency [01]
Year built:1920
Year reconstructed:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,900 [as of 2013]
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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:56.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairFairFairSatisfactory990056.5
January 2015FairFairFairSatisfactory990056.5
January 2013FairSatisfactoryFairSatisfactory1000057.5
January 2011FairSatisfactorySatisfactorySatisfactory890064.9
March 2009Good---960064.8
February 2007FairGoodSatisfactorySatisfactory1000064.7
March 2005GoodVery GoodGoodGood880064.9
February 2003GoodVery GoodGoodGood850065.0
October 2001GoodVery GoodGoodGood850065.0
February 1999Good---860065.0
February 1997Good---740062.3
February 1995Good---710069.0
February 1993GoodVery GoodGoodGood700069.0
March 1991GoodVery GoodGoodGood700069.0