+35.21824, -75.68875
35°13'06" N, 75°41'19" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NC12 over THE SLASH
Structure number:000000000550008
Old structure number:000000000055008 (from 1992 edition)
Location:0.1MI S. JCT SR 1248
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:17.1 ft. [5.2 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:1960
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:5
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:3,800 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:15.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017PoorGoodFairSerious380015.5
June 2015PoorFairFairSerious340014.2
June 2013PoorFairFairSerious340014.2
June 2011PoorFairFairSerious420012.6
June 2009FairFairSatisfactoryFair480064.1
November 2007FairFairSatisfactoryFair540064.0
April 2005FairFairSatisfactoryFair610062.4
June 2003FairFairSatisfactoryFair550064.8
May 2001FairFairSatisfactoryFair620064.6
May 1999FairFairSatisfactoryFair370065.2
May 1997FairSatisfactorySatisfactoryFair630065.6
May 1995FairSatisfactorySatisfactoryFair610065.6
May 1993FairSatisfactorySatisfactoryFair280058.7
July 1991FairSatisfactorySatisfactoryFair280058.7