EBL Route 360 over NS Railway

Map

Coordinates:
+37.10710, -78.35580
37°06'26" N, 78°21'21" W

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

Name:	EBL Route 360 over NS Railway
Structure number:	000000000013896
Location:	1.20-Rt 628 / 0.13-Rt 630
Purpose:	Carries highway over railroad
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	43.3 ft. `[13.2 m]`
Total length:	131.9 ft. `[40.2 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Vertical clearance below bridge:	23.0 ft. `[7.0 m]`
Skew angle:	34°
Owner:	State Highway Agency `[01]`
Year built:	1931
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
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:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,387 `[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]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Pier/abutment protection:	In place and functioning `[2]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	72.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$1,208,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Fair	Fair	Satisfactory	2387	72.7
April 2016	Fair	Fair	Fair	Good	2387	62.8
April 2014	Fair	Fair	Satisfactory	Good	4900	65.4
April 2012	Fair	Satisfactory	Satisfactory	Good	2728	67.2
April 2010	Fair	Satisfactory	Satisfactory	Good	2728	75.7
April 2008	Fair	Satisfactory	Satisfactory	Good	2728	76.7
April 2006	Fair	Satisfactory	Satisfactory	Good	2724	77.7
April 2004	Fair	Satisfactory	Satisfactory	Good	2507	85.4
July 2002	Fair	Satisfactory	Satisfactory	Fair	2712	66.6
August 2000	Fair	Satisfactory	Satisfactory	Fair	2520	73.2
October 1998	Fair	Satisfactory	Satisfactory	Fair	2520	68.2
July 1996	Fair	Good	Satisfactory	Fair	2250	68.3
May 1994	Fair	Good	Satisfactory	Fair	4600	63.2
December 1991	Fair	Good	Satisfactory	Fair	2640	66.5

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.	528	386	109	33	0
Deck
Reinforced Concrete Top Flange	sq. ft.	4,367	3,665	602	100	0
Wearing Surfaces	sq. ft.	3,696	3,661	32	0	3
Substructure
Reinforced Concrete Column	each	12	6	5	1	0
Reinforced Concrete Pier Wall	linear ft.	62	57	3	2	0
Reinforced Concrete Pier Cap	linear ft.	142	32	107	3	0
Joints
Compression Joint	linear ft.	68	31	0	0	37
Bearings
Movable Bearing	each	8	0	0	8	0
Steel Protective Coating	sq. ft.	16	0	0	0	16
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	264	62	10	192	0
Concrete Protective Coating	sq. ft.	2,112	1,056	0	0	1,056