NC12 over THE SLASH

Map

Coordinates:
+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]`

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]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Poor	Good	Fair	Serious	3800	15.5
June 2015	Poor	Fair	Fair	Serious	3400	14.2
June 2013	Poor	Fair	Fair	Serious	3400	14.2
June 2011	Poor	Fair	Fair	Serious	4200	12.6
June 2009	Fair	Fair	Satisfactory	Fair	4800	64.1
November 2007	Fair	Fair	Satisfactory	Fair	5400	64.0
April 2005	Fair	Fair	Satisfactory	Fair	6100	62.4
June 2003	Fair	Fair	Satisfactory	Fair	5500	64.8
May 2001	Fair	Fair	Satisfactory	Fair	6200	64.6
May 1999	Fair	Fair	Satisfactory	Fair	3700	65.2
May 1997	Fair	Satisfactory	Satisfactory	Fair	6300	65.6
May 1995	Fair	Satisfactory	Satisfactory	Fair	6100	65.6
May 1993	Fair	Satisfactory	Satisfactory	Fair	2800	58.7
July 1991	Fair	Satisfactory	Satisfactory	Fair	2800	58.7