SR1300 over US17

Map

Coordinates:
+36.01763, -76.93032
36°01'03" N, 76°55'49" W

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

Name:	SR1300 over US17
Structure number:	000000000150171
Location:	1.5 MI.N.JCT.US13BUS
Purpose:	Carries highway over highway
Route classification:	Local (Rural) `[09]`
Length of largest span:	136.2 ft. `[41.5 m]`
Total length:	282.2 ft. `[86.0 m]`
Roadway width between curbs:	30.5 ft. `[9.3 m]`
Deck width edge-to-edge:	33.8 ft. `[10.3 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	46°
Owner:	State Highway Agency `[01]`
Year built:	2007
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:	Prestressed concrete continuous `[6]`
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:	300 `[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:	Basically intolerable requiring high priority of corrrective action `[3]`
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:	92.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Good	Good	Good	300	92.8
May 2016	Fair	Good	Fair	Good	300	81.7
May 2014	Poor	Very Good	Poor	Very Good	300	65.6
June 2012	Good	Good	Good	Good	650	92.5
June 2010	Good	Very Good	Very Good	Good	650	99.2
July 2008	Good	Good	Very Good	Very Good	650	99.2
November 2007	Good	Excellent	Excellent	Excellent	650	99.5