US74 EBL over NC381 CSX R.R.

Map

Coordinates:
+34.86357, -79.67201
34°51'49" N, 79°40'19" W

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

Name:	US74 EBL over NC381 CSX R.R.
Structure number:	000000001530210
Location:	1.5 MI. E. JCT. NC38
Purpose:	Carries highway overpass over highway and railroad
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	71.9 ft. `[21.9 m]`
Total length:	318.9 ft. `[97.2 m]`
Roadway width between curbs:	47.2 ft. `[14.4 m]`
Deck width edge-to-edge:	50.2 ft. `[15.3 m]`
Vertical clearance below bridge:	23.0 ft. `[7.0 m]`
Skew angle:	23°
Owner:	State Highway Agency `[01]`
Year built:	2000
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	6,500 `[as of 2015]`
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:	Equal to present minimum criteria `[6]`
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:	85.3

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Good	Good	Good	Good	6500	85.3
June 2015	Good	Good	Good	Good	7000	85.2
June 2013	Good	Good	Good	Good	5750	85.3
June 2011	Good	Good	Good	Good	5500	84.4
June 2009	Good	Good	Very Good	Very Good	6000	84.0
June 2007	Good	Good	Very Good	Very Good	6500	87.8
July 2005	Good	Good	Very Good	Very Good	6500	87.8
May 2003	Good	Very Good	Excellent	Excellent	4850	90.2
July 2001	Good	Very Good	Excellent	Excellent	2500	90.5
December 2000	Good	Excellent	Excellent	Excellent	2500	90.5

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.	2,205	2,205	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	15,651	14,485	1,166	0	0
Substructure
Reinforced Concrete Column	each	12	12	0	0	0
Reinforced Concrete Abutment	linear ft.	164	164	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	36	36	0	0	0
Steel Pile	each	26	26	0	0	0
Reinforced Concrete Pier Cap	linear ft.	332	332	0	0	0
Concrete Protective Coating	sq. ft.	1,516	1,426	50	0	40
Joints
Compression Joint	linear ft.	108	48	60	0	0
Bearings
Elastomeric Bearing	each	70	70	0	0	0
Steel Protective Coating	sq. ft.	345	345	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	638	621	17	0	0