EBL ROUTE 0064 over RTE 154(DURANT RD) & CSX

Map

Coordinates:
+37.77323, -79.99318
37°46'24" N, 79°59'35" W

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

Name:	EBL ROUTE 0064 over RTE 154(DURANT RD) & CSX
Structure number:	000000000020157
Location:	.35 W A C L & 1.05 E ACL
Purpose:	Carries highway overpass over highway and railroad
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	94.2 ft. `[28.7 m]`
Total length:	253.0 ft. `[77.1 m]`
Roadway width between curbs:	43.6 ft. `[13.3 m]`
Deck width edge-to-edge:	46.9 ft. `[14.3 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	4°
Owner:	State Highway Agency `[01]`
Year built:	1964
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:	4
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,972 `[as of 2014]`
Truck traffic:	21% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	93.3

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Satisfactory	Satisfactory	Satisfactory	6972	93.3
November 2015	Fair	Satisfactory	Satisfactory	Satisfactory	6972	89.3
November 2013	Fair	Satisfactory	Good	Satisfactory	6736	90.3
November 2011	Good	Good	Good	Good	6736	90.3
November 2009	Good	Good	Good	Good	6736	92.3
October 2007	Good	Good	Good	Good	6538	92.4
September 2005	Good	Good	Good	Good	7714	93.0
September 2003	Good	Good	Good	Good	7335	93.0
October 2001	Good	Good	Good	Good	7464	93.0
October 1999	Fair	Good	Fair	Good	11475	82.0
September 1997	Fair	Good	Fair	Good	11475	82.0
October 1995	Fair	Good	Fair	Good	11475	82.0
September 1993	Fair	Good	Fair	Fair	11475	81.2
September 1991	Fair	Good	Satisfactory	Fair	11475	81.2
September 1989	Fair	Good	Satisfactory	Fair	11475	79.2

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.	1,771	1,656	115	0	0
Steel Protective Coating	sq. ft.	19,481	18,249	0	1,232	0
Deck
Reinforced Concrete Deck	sq. ft.	11,868	10,194	1,669	5	0
Wearing Surfaces	sq. ft.	11,038	10,717	318	3	0
Substructure
Reinforced Concrete Column	each	9	4	5	0	0
Reinforced Concrete Abutment	linear ft.	116	59	52	4	1
Reinforced Concrete Pier Cap	linear ft.	144	76	47	21	0
Joints
Compression Joint	linear ft.	230	0	230	0	0
Bearings
Movable Bearing	each	28	0	28	0	0
Steel Protective Coating	sq. ft.	112	75	0	37	0
Fixed Bearing	each	28	0	27	1	0
Steel Protective Coating	sq. ft.	112	75	0	37	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	506	505	0	1	0
Reinforced Concrete Bridge Rail	linear ft.	506	313	193	0	0