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NC24 over BEARSKIN SWAMP

Map

Coordinates:
+34.96398, -78.44397
34°57'50" N, 78°26'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:NC24 over BEARSKIN SWAMP
Structure number:000000001630033
Old structure number:000000000163033 (from 1992 edition)
Location:0.1 MI W JCT SR1238
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:36.1 ft. [11.0 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1949
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,000 [as of 2012]
Truck traffic:14% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:50.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201650.7FairFairFairFairFO9000
March 201450.7FairFairFairFairFO9000
June 201249.4FairFairFairFairFO10000
June 201058.8FairFairSatisfactorySatisfactoryFO9700
May 200863.6FairGoodGoodSatisfactoryFO8800
June 200656.6FairGoodGoodSatisfactoryFO8800
June 200459.1FairGoodGoodSatisfactoryFO9400
August 200260.0FairGoodGoodSatisfactoryFO8600
April 200059.6FairGoodGoodSatisfactoryFO8900
March 199862.2FairGoodGoodSatisfactoryFO8900
March 199662.4FairGoodGoodSatisfactoryFO7400
March 199459.5FairGoodGoodSatisfactoryFO6300
March 199256.9FairGoodSatisfactorySatisfactoryFO5800
February 199057.0FairGoodSatisfactorySatisfactoryFO5700