US 58 WBL Bypass over Halifax Street

Map

Coordinates:
+36.70470, -77.53374
36°42'17" N, 77°32'01" W

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

Name:	US 58 WBL Bypass over Halifax Street
Structure number:	000000000020227
Location:	.10 fr 301/1.80 to 58 Bus
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	51.8 ft. `[15.8 m]`
Total length:	118.1 ft. `[36.0 m]`
Roadway width between curbs:	50.5 ft. `[15.4 m]`
Deck width edge-to-edge:	53.8 ft. `[16.4 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	5°
Owner:	State Highway Agency `[01]`
Year built:	1987
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
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:	Epoxy Overlay `[5]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	7,190 `[as of 2014]`
Truck traffic:	28% of total traffic
Deck condition:	Good `[7 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	85.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Good	Fair	Fair	7190	85.2
October 2015	Fair	Good	Satisfactory	Satisfactory	7190	96.3
January 2015	Fair	Good	Satisfactory	Satisfactory	7171	94.3
January 2013	Fair	Good	Good	Satisfactory	7171	94.3
January 2011	Fair	Good	Good	Satisfactory	7171	94.3
January 2009	Good	Good	Good	Good	7171	96.3
January 2007	Good	Good	Good	Good	7196	96.3
January 2005	Good	Good	Good	Good	6822	96.4
January 2003	Good	Good	Good	Good	7263	96.3
January 2001	Good	Good	Good	Good	9772	96.1
February 1999	Good	Good	Good	Good	9772	97.1
March 1997	Fair	Satisfactory	Very Good	Good	9000	97.2
January 1995	Fair	Satisfactory	Very Good	Good	9000	97.3
January 1993	Fair	Satisfactory	Very Good	Very Good	7765	97.4
January 1991	Fair	Fair	Very Good	Fair	7765	85.3

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.	826	824	0	2	0
Deck
Reinforced Concrete Deck	sq. ft.	6,351	6,341	0	10	0
Wearing Surfaces	sq. ft.	5,959	4,171	0	1,788	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	110	46	64	0	0
Reinforced Concrete Pier Cap	linear ft.	112	98	14	0	0
Joints
Compression Joint	linear ft.	202	134	0	68	0
Bearings
Movable Bearing	each	21	21	0	0	0
Steel Protective Coating	sq. ft.	21	21	0	0	0
Fixed Bearing	each	21	8	12	1	0
Steel Protective Coating	sq. ft.	21	21	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	236	236	0	0	0
Concrete Protective Coating	sq. ft.	788	158	0	0	630