US1 NBL over SR1415

Map

Coordinates:
+35.56104, -79.15302
35°33'40" N, 79°09'11" W

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

Name:	US1 NBL over SR1415
Structure number:	000000001050113
Location:	2.7 MI. N. JCT. NC87
Purpose:	Carries highway overpass over highway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	89.9 ft. `[27.4 m]`
Total length:	149.0 ft. `[45.4 m]`
Roadway width between curbs:	37.4 ft. `[11.4 m]`
Deck width edge-to-edge:	41.0 ft. `[12.5 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	15°
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:	3
Main spans material:	Steel `[3]`
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:	10,750 `[as of 2013]`
Truck traffic:	14% 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:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Better than present minimum criteria `[7]`
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
March 2017	Good	Good	Good	Good	10750	100.0
March 2015	Good	Good	Good	Good	10750	100.0
March 2013	Good	Good	Good	Good	9250	100.0
March 2011	Good	Very Good	Very Good	Very Good	9500	57.0
March 2009	Good	Very Good	Very Good	Very Good	9500	57.0
February 2007	Good	Very Good	Very Good	Very Good	3800	100.0
February 2005	Good	Very Good	Very Good	Very Good	6750	100.0
February 2003	Good	Very Good	Very Good	Very Good	6750	100.0
March 2001	Good	Excellent	Excellent	Excellent	6750	100.0
February 1999	Good	Excellent	Excellent	Excellent	5350	98.0

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	639	532	106	0	1
Steel Protective Coating	sq. ft.	6,185	4,745	1,439	0	1
Deck
Reinforced Concrete Deck	sq. ft.	6,120	1,159	4,961	0	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	126	121	5	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	52	52	0	0	0
Steel Pile	each	12	12	0	0	0
Reinforced Concrete Pier Cap	linear ft.	176	174	2	0	0
Concrete Protective Coating	sq. ft.	2,212	2,212	0	0	0
Joints
Compression Joint	linear ft.	166	0	166	0	0
Bearings
Elastomeric Bearing	each	28	28	0	0	0
Steel Protective Coating	sq. ft.	98	98	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	300	0	300	0	0