US13 NC42 NC561 over SCLRR

Map

Coordinates:
+36.28150, -76.98914
36°16'53" N, 76°59'21" W

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

Name:	US13 NC42 NC561 over SCLRR
Structure number:	000000000910031
Old structure number:	000000000091031 `(from 1992 edition)`
Location:	0.5 MI.S.JCT.NC561
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	44.0 ft. `[13.4 m]`
Total length:	133.9 ft. `[40.8 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	34.5 ft. `[10.5 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1938
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:	3
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	12,000 `[as of 2015]`
Truck traffic:	7% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
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:	50.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Fair	Fair	Fair	Fair	12000	50.9
September 2015	Fair	Fair	Fair	Fair	12000	50.9
September 2013	Fair	Fair	Fair	Fair	12000	50.9
September 2011	Poor	Fair	Fair	Poor	11000	35.3
September 2009	Poor	Fair	Fair	Poor	14000	30.0
September 2007	Poor	Fair	Fair	Poor	7400	33.3
October 2005	Poor	Fair	Fair	Poor	7400	33.3
July 2003	Fair	Fair	Fair	Fair	14000	48.8
August 2001	Fair	Fair	Fair	Fair	13000	49.1
November 1999	Fair	Fair	Fair	Fair	13000	52.2
December 1997	Fair	Fair	Fair	Fair	13000	55.1
November 1995	Fair	Fair	Fair	Fair	13000	54.9
July 1994	Fair	Fair	Satisfactory	Fair	12000	49.2
November 1991	Fair	Fair	Satisfactory	Fair	10400	52.8

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	685	216	466	3	0
Deck
Reinforced Concrete Deck	sq. ft.	3,081	729	2,352	0	0
Wearing Surfaces	sq. ft.	3,475	3,379	48	48	0
Substructure
Reinforced Concrete Column	each	10	3	7	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	16	16	0	0	0
Reinforced Concrete Pier Cap	linear ft.	120	71	41	8	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	270	234	21	15	0
Deck
Reinforced Concrete Slab	sq. ft.	1,532	252	1,280	0	0