NC46 over I95

Map

Coordinates:
+36.46851, -77.61114
36°28'07" N, 77°36'40" W

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

Name:	NC46 over I95
Structure number:	000000001310041
Location:	0.3 MI W. OF JCT SR 1235
Purpose:	Carries highway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	80.1 ft. `[24.4 m]`
Total length:	297.9 ft. `[90.8 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	33.5 ft. `[10.2 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	36°
Owner:	State Highway Agency `[01]`
Year built:	1960
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:	4
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,400 `[as of 2013]`
Truck traffic:	12% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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:	68.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Fair	Satisfactory	Satisfactory	Fair	6400	68.0
March 2015	Fair	Satisfactory	Satisfactory	Fair	6400	68.0
March 2013	Fair	Good	Fair	Fair	5600	68.0
March 2011	Fair	Satisfactory	Fair	Fair	6400	68.0
March 2009	Fair	Satisfactory	Fair	Fair	6400	68.0
March 2007	Fair	Fair	Satisfactory	Fair	6600	67.0
May 2005	Fair	Satisfactory	Satisfactory	Satisfactory	3000	79.0
March 2003	Fair	Satisfactory	Satisfactory	Satisfactory	2800	79.0
January 2001	Fair	Satisfactory	Satisfactory	Satisfactory	4700	79.0
May 1999	Fair	Satisfactory	Satisfactory	Satisfactory	4200	79.0
January 1989	Fair	Very Good	Good	Satisfactory	4000	77.6

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.	1,192	1,189	3	0	0
Steel Protective Coating	sq. ft.	13,544	13,544	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	9,962	9,855	107	0	0
Wearing Surfaces	sq. ft.	8,344	8,342	2	0	0
Substructure
Reinforced Concrete Column	each	9	6	3	0	0
Reinforced Concrete Abutment	linear ft.	100	93	2	5	0
Reinforced Concrete Pile Cap/Footing	linear ft.	21	21	0	0	0
Prestressed Concrete Pile	each	14	14	0	0	0
Reinforced Concrete Pile	each	3	3	0	0	0
Reinforced Concrete Pier Cap	linear ft.	178	145	22	11	0
Joints
Pourable Joint	linear ft.	185	140	28	17	0
Bearings
Movable Bearing	each	30	0	30	0	0
Steel Protective Coating	sq. ft.	30	0	30	0	0
Other Bearing	each	2	0	2	0	0
Steel Protective Coating	sq. ft.	2	0	2	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	596	590	6	0	0