James D Hagwood Hy over NS Railway

Map

Coordinates:
+36.81469, -78.74700
36°48'53" N, 78°44'49" W

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

Name:	James D Hagwood Hy over NS Railway
Structure number:	000000000009180
Location:	3.39-Charlott/4.52-Rt 344
Purpose:	Carries highway over railroad
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	50.9 ft. `[15.5 m]`
Total length:	152.9 ft. `[46.6 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:	19.7 ft. `[6.0 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1950
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
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:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,824 `[as of 2014]`
Truck traffic:	13% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	65.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$1,396,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Fair	Fair	Fair	Satisfactory	2824	65.6
February 2015	Fair	Fair	Fair	Satisfactory	2824	65.6
February 2013	Fair	Fair	Fair	Satisfactory	3133	67.5
February 2011	Fair	Fair	Fair	Satisfactory	3133	60.0
February 2009	Fair	Fair	Fair	Satisfactory	3133	60.0
February 2007	Fair	Fair	Fair	Satisfactory	3619	60.9
February 2005	Fair	Fair	Fair	Satisfactory	3468	59.9
February 2003	Fair	Fair	Fair	Satisfactory	3667	59.9
March 2001	Fair	Fair	Fair	Satisfactory	2709	61.0
February 1999	Fair	Fair	Fair	Satisfactory	3034	59.0
April 1997	Fair	Fair	Fair	Satisfactory	2950	59.0
May 1995	Fair	Satisfactory	Satisfactory	Satisfactory	2000	73.8
March 1993	Fair	Satisfactory	Satisfactory	Satisfactory	5008	71.0
March 1991	Fair	Satisfactory	Satisfactory	Satisfactory	3103	71.2

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.	919	487	184	248	0
Steel Protective Coating	sq. ft.	6,537	3,464	0	1,307	1,766
Deck
Reinforced Concrete Deck	sq. ft.	5,116	3,983	528	605	0
Wearing Surfaces	sq. ft.	4,265	4,265	0	0	0
Substructure
Reinforced Concrete Column	each	12	6	3	3	0
Reinforced Concrete Pier Wall	linear ft.	73	69	3	1	0
Reinforced Concrete Pier Cap	linear ft.	188	176	0	12	0
Joints
Compression Joint	linear ft.	134	0	134	0	0
Bearings
Movable Bearing	each	18	0	0	18	0
Steel Protective Coating	sq. ft.	36	25	0	0	11
Fixed Bearing	each	18	0	0	18	0
Steel Protective Coating	sq. ft.	36	27	0	0	9
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	306	269	15	22	0