NC123 over CONTENTNEA CREEK

Map

Coordinates:
+35.42854, -77.58268
35°25'43" N, 77°34'58" W

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

Name:	NC123 over CONTENTNEA CREEK
Structure number:	000000000790023
Old structure number:	000000000079023 `(from 1992 edition)`
Location:	1.0 MI S OF JCT SR 1400
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	86.9 ft. `[26.5 m]`
Total length:	304.1 ft. `[92.7 m]`
Roadway width between curbs:	30.2 ft. `[9.2 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Skew angle:	14°
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:	4
Main spans material:	Prestressed concrete `[5]`
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	3,000 `[as of 2015]`
Truck traffic:	7% of total traffic
Deck condition:	Good `[7 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
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:	79.7

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Good	Good	Good	Good	3000	79.7
January 2016	Good	Good	Good	Good	3100	77.7
January 2014	Good	Good	Good	Good	3100	77.7
January 2012	Good	Good	Good	Good	2800	78.2
January 2010	Good	Good	Very Good	Very Good	3100	77.7
March 2008	Fair	Satisfactory	Very Good	Very Good	3100	77.7
April 2006	Fair	Satisfactory	Very Good	Very Good	3100	77.7
December 2003	Fair	Satisfactory	Very Good	Very Good	2900	78.1
July 2002	Good	Very Good	Very Good	Very Good	3700	76.7
September 2000	Good	Very Good	Excellent	Excellent	3500	77.0
November 1999	Good	Very Good	Very Good	Very Good	2700	90.3
October 1998	Good	Very Good	Very Good	Very Good	2700	83.4
July 1996	Poor	Fair	Satisfactory	Poor	2600	6.0
August 1994	Poor	Fair	Satisfactory	Poor	2400	6.0
August 1992	Poor	Fair	Satisfactory	Poor	2200	6.0
September 1990	Poor	Fair	Satisfactory	Critical	2100	6.0