US15 US401 US501N over SR1394 C.S.X.RR

Map

Coordinates:
+34.78123, -79.47219
34°46'52" N, 79°28'20" W

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

Name:	US15 US401 US501N over SR1394 C.S.X.RR
Structure number:	000000001650104
Location:	0.5 MI. N. JCT. US74 BUS
Purpose:	Carries highway over highway and railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	63.0 ft. `[19.2 m]`
Total length:	253.9 ft. `[77.4 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	41.0 ft. `[12.5 m]`
Vertical clearance below bridge:	23.0 ft. `[7.0 m]`
Skew angle:	11°
Owner:	State Highway Agency `[01]`
Year built:	1996
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:	5
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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	5,500 `[as of 2013]`
Truck traffic:	12% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
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:	97.5

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Fair	Satisfactory	Very Good	Very Good	5500	97.5
September 2015	Fair	Fair	Good	Good	5000	96.5
September 2013	Fair	Fair	Good	Good	5000	96.5
October 2011	Fair	Fair	Good	Good	9800	96.1
November 2009	Fair	Satisfactory	Good	Good	10500	97.0
September 2008	Good	Good	Good	Good	7500	97.3
August 2006	Fair	Satisfactory	Very Good	Very Good	6500	97.4
June 2004	Fair	Satisfactory	Very Good	Very Good	6500	97.4
August 2002	Fair	Satisfactory	Very Good	Very Good	6500	97.4
August 2000	Fair	Satisfactory	Excellent	Excellent	6250	97.4
August 1998	Good	Excellent	Excellent	Excellent	5825	97.5

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	1,250	1,238	10	2	0
Deck
Reinforced Concrete Deck	sq. ft.	10,423	5,760	4,663	0	0
Substructure
Reinforced Concrete Column	each	12	11	0	1	0
Reinforced Concrete Abutment	linear ft.	96	78	18	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	24	24	0	0	0
Prestressed Concrete Pile	each	21	21	0	0	0
Reinforced Concrete Pier Cap	linear ft.	252	220	32	0	0
Joints
Compression Joint	linear ft.	84	0	56	28	0
Bearings
Elastomeric Bearing	each	50	49	1	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	512	323	180	9	0