I-64 EBL over CSX RAILROAD

Map

Coordinates:
+37.77051, -80.34198
37°46'14" N, 80°20'31" W

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

Name:	I-64 EBL over CSX RAILROAD
Structure number:	00000000013A161
Location:	0.80 Miles E. of CR 60/14
Purpose:	Carries highway over railroad
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	104.0 ft. `[31.7 m]`
Total length:	259.5 ft. `[79.1 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	35.1 ft. `[10.7 m]`
Vertical clearance below bridge:	23.0 ft. `[7.0 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1965
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Steel continuous `[4]`
Main span 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:	8,945 `[as of 2017]`
Truck traffic:	28% 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:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	70.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Satisfactory	Satisfactory	Fair	8945	70.0
September 2016	Fair	Satisfactory	Satisfactory	Fair	8702	70.0
September 2014	Fair	Satisfactory	Satisfactory	Fair	4956	70.0
September 2012	Good	Good	Good	Good	4750	81.0
September 2010	Good	Good	Good	Good	4750	80.4
September 2008	Good	Good	Good	Good	7100	80.2
April 2007	Good	Good	Good	Good	6500	79.4
March 2005	Good	Good	Good	Good	6000	79.5
September 2004	Good	Good	Good	Good	6000	79.5
September 2002	Good	Good	Good	Good	5500	79.6
September 2000	Good	Good	Good	Good	5250	79.6
September 1998	Fair	Satisfactory	Good	Good	4750	79.7
September 1996	Good	Good	Good	Good	4250	79.7
September 1994	Good	Good	Good	Good	3850	80.6
September 1992	Good	Very Good	Good	Good	4600	80.6
September 1990	Fair	Fair	Good	Good	3400	79.7

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.	1,184	676	508	0	0
Steel Protective Coating	sq. ft.	50,388	48,520	0	1,868	0
Deck
Reinforced Concrete Deck	sq. ft.	8,967	6,139	2,824	4	0
Wearing Surfaces	sq. ft.	8,034	8,032	2	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	44	44	0	0	0
Reinforced Concrete Abutment	linear ft.	182	156	16	10	0
Reinforced Concrete Pier Cap	linear ft.	84	71	12	1	0
Joints
Compression Joint	linear ft.	70	70	0	0	0
Bearings
Movable Bearing	each	12	2	10	0	0
Steel Protective Coating	sq. ft.	72	35	37	0	0
Fixed Bearing	each	4	2	2	0	0
Steel Protective Coating	sq. ft.	24	23	1	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,016	852	164	0	0
Reinforced Concrete Bridge Rail	linear ft.	508	506	0	2	0