NC91 over US264

Map

Coordinates:
+35.61685, -77.67726
35°37'01" N, 77°40'38" W

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

Name:	NC91 over US264
Structure number:	000000000790102
Location:	0.2 MI. S. OF JCT. SR1310
Purpose:	Carries highway overpass over highway
Route classification:	Local (Rural) `[09]`
Length of largest span:	97.1 ft. `[29.6 m]`
Total length:	199.2 ft. `[60.7 m]`
Roadway width between curbs:	34.8 ft. `[10.6 m]`
Deck width edge-to-edge:	38.7 ft. `[11.8 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	13°
Owner:	State Highway Agency `[01]`
Year built:	2000
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:	Steel continuous `[4]`
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:	1,000 `[as of 2013]`
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:	Equal to present minimum criteria `[6]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	100.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Good	Good	Good	Good	1000	100.0
December 2015	Good	Good	Good	Good	1100	99.7
December 2013	Good	Good	Good	Good	1100	99.7
December 2011	Good	Good	Good	Good	1100	98.7
December 2009	Good	Good	Very Good	Very Good	1100	98.7
May 2008	Good	Good	Very Good	Very Good	1100	98.7
March 2006	Good	Good	Very Good	Very Good	790	98.8
December 2003	Good	Very Good	Very Good	Very Good	1200	99.7
April 2002	Good	Very Good	Very Good	Very Good	720	99.8
November 2000	Good	Very Good	Very Good	Very Good	720	99.8