I-64 over US35, KANAWHA RV, CSX RR

Map

Coordinates:
+38.44512, -81.84242
38°26'42" N, 81°50'33" W

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

Name:	I-64 over US35, KANAWHA RV, CSX RR
Structure number:	00000000040A076
Location:	0.28 MI E OF US 35
Purpose:	Carries highway over highway, waterway, and railroad
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	562.7 ft. `[171.5 m]`
Total length:	1400.3 ft. `[426.8 m]`
Roadway width between curbs:	61.4 ft. `[18.7 m]`
Deck width edge-to-edge:	67.9 ft. `[20.7 m]`
Vertical clearance above deck:	19.7 ft. `[6.0 m]`
Vertical clearance below bridge:	59.1 ft. `[18.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1962
Year reconstructed:	1991
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Steel continuous `[4]`
Main span design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	69,976 `[as of 2015]`
Truck traffic:	24% of total traffic
Deck condition:	Satisfactory `[6 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	59.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$500,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Satisfactory	Fair	Satisfactory	69976	59.1
June 2016	Fair	Satisfactory	Fair	Satisfactory	69976	59.1
June 2014	Fair	Satisfactory	Fair	Satisfactory	57500	62.0
June 2013	Fair	Satisfactory	Fair	Satisfactory	57500	62.0
June 2012	Fair	Satisfactory	Fair	Satisfactory	63500	58.1
June 2011	Fair	Satisfactory	Fair	Satisfactory	63000	58.1
June 2010	Fair	Satisfactory	Satisfactory	Satisfactory	63000	68.9
June 2009	Fair	Satisfactory	Satisfactory	Satisfactory	63000	68.9
June 2008	Fair	Satisfactory	Satisfactory	Satisfactory	63000	68.9
June 2007	Fair	Satisfactory	Satisfactory	Satisfactory	63000	68.9
December 2006	Fair	Satisfactory	Good	Satisfactory	63000	68.9
November 2005	Good	Good	Good	Good	51000	70.8
December 2004	Good	Good	Very Good	Good	56000	70.8
December 2002	Good	Good	Very Good	Good	56000	63.2
November 2001	Good	Good	Very Good	Good	57000	63.2
November 2000	Good	Good	Very Good	Good	55000	63.2
November 1999	Good	Good	Very Good	Good	54000	63.2
October 1998	Good	Good	Very Good	Good	52000	63.2
October 1997	Good	Good	Very Good	Good	52000	63.2
November 1996	Good	Good	Very Good	Good	52000	63.2
October 1995	Good	Good	Very Good	Good	49000	81.2
October 1993	Good	Good	Very Good	Good	44000	88.8
January 1992	Good	Good	Very Good	Good	44000	88.8

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.	780	662	0	118	0
Steel Protective Coating	sq. ft.	6,000	5,400	180	120	300
Steel Stringer	linear ft.	13,125	13,035	20	70	0
Steel Protective Coating	sq. ft.	106,000	95,400	3,180	2,120	5,300
Deck
Reinforced Concrete Deck	sq. ft.	94,362	87,762	6,000	600	0
Superstructure
Steel Truss	linear ft.	2,625	885	7	1,733	0
Steel Protective Coating	sq. ft.	265,000	238,770	7,680	5,300	13,250
Steel Floor Beam	linear ft.	2,924	2,072	290	562	0
Steel Protective Coating	sq. ft.	60,000	54,000	1,800	1,200	3,000
Steel Pin or Pin & Hangar Assembly	each	20	0	12	8	0
Steel Gusset Plate	each	86	65	15	6	0
Steel Protective Coating	sq. ft.	10,000	9,300	200	500	0
Substructure
Reinforced Concrete Column	each	3	3	0	0	0
Reinforced Concrete Pier Wall	linear ft.	158	129	19	10	0
Reinforced Concrete Abutment	linear ft.	151	140	6	5	0
Reinforced Concrete Pier Cap	linear ft.	67	66	1	0	0
Joints
Strip Seal Joint	linear ft.	952	0	0	952	0
Assembly without Seal Joint	linear ft.	204	194	10	0	0
Bearings
Movable Bearing	each	14	9	3	2	0
Fixed Bearing	each	14	13	0	1	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	5,578	4,736	837	5	0