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NC24 over BEARSKIN SWAMP

Map

Coordinates:
+34.96398, -78.44397
34°57'50" N, 78°26'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.304296710
Deck
Reinforced Concrete Decksq. ft.2,0882,085300
Substructure
Reinforced Concrete Columneach22000
Reinforced Concrete Abutmentlinear ft.7878000
Timber Pileeach1616000
Reinforced Concrete Pier Caplinear ft.8785020
Joints
Pourable Jointlinear ft.3838000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.152152000
Coatings
Wearing Surfacessq. ft.1,94494201,0020