NC45 over WICCACON RIVER

Map

Coordinates:
+36.31881, -76.83112
36°19'08" N, 76°49'52" W

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

Name:	NC45 over WICCACON RIVER
Structure number:	000000000910023
Old structure number:	000000000091023 `(from 1992 edition)`
Location:	1.9 MI N. OF JCT NC561
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	88.9 ft. `[27.1 m]`
Total length:	441.0 ft. `[134.4 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Skew angle:	18°
Owner:	State Highway Agency `[01]`
Year built:	1999
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:	Prestressed concrete continuous `[6]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,600 `[as of 2012]`
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	94.6

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Satisfactory	Good	Good	1600	94.6
October 2015	Good	Good	Very Good	Good	1600	93.2
October 2013	Good	Good	Very Good	Good	1600	93.2
October 2011	Good	Good	Good	Good	1500	93.3
October 2009	Fair	Satisfactory	Good	Good	1900	92.8
October 2007	Fair	Satisfactory	Good	Good	1900	92.8
August 2005	Fair	Satisfactory	Good	Good	1400	93.4
October 2003	Good	Very Good	Very Good	Very Good	1800	92.9
September 2001	Good	Very Good	Very Good	Very Good	1100	93.8
November 1999	Good	Very Good	Very Good	Very Good	1400	93.4
April 1998	Poor	Poor	Fair	Fair	1400	24.8
June 1996	Poor	Poor	Poor	Fair	2000	9.8
July 1994	Poor	Poor	Fair	Fair	1300	25.0
December 1991	Poor	Poor	Fair	Fair	1100	26.2