SR1159 over US13 US64

Map

Coordinates:
+35.84368, -77.20600
35°50'37" N, 77°12'22" W

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

Name:	SR1159 over US13 US64
Structure number:	000000001170253
Location:	0.7 MI. S OF JCT. SR1404
Purpose:	Carries highway over highway
Route classification:	Local (Rural) `[09]`
Length of largest span:	65.9 ft. `[20.1 m]`
Total length:	193.9 ft. `[59.1 m]`
Roadway width between curbs:	41.7 ft. `[12.7 m]`
Deck width edge-to-edge:	44.9 ft. `[13.7 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	20°
Owner:	State Highway Agency `[01]`
Year built:	1998
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:	740 `[as of 2012]`
Truck traffic:	6% 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:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	98.7

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Good	Good	Good	Good	740	98.7
July 2016	Good	Good	Good	Good	740	98.7
July 2014	Good	Good	Very Good	Good	740	98.7
July 2012	Good	Good	Good	Good	610	98.7
July 2010	Good	Good	Very Good	Good	760	98.6
July 2008	Good	Good	Good	Good	580	98.7
July 2006	Good	Good	Good	Good	480	98.8
February 2004	Good	Very Good	Very Good	Very Good	800	98.6
July 2002	Good	Very Good	Very Good	Very Good	800	98.6
May 2000	Good	Very Good	Very Good	Very Good	800	98.6