I-64 E & W over KAN R WV61 CSX RR US119

Map

Coordinates:
+38.35527, -81.64847
38°21'19" N, 81°38'54" W

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

Name:	I-64 E & W over KAN R WV61 CSX RR US119
Structure number:	00000000020A397
Location:	2.03 MI E OF CR 60/64
Purpose:	Carries highway over highway, waterway, and railroad
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	464.9 ft. `[141.7 m]`
Total length:	2247.2 ft. `[684.9 m]`
Roadway width between curbs:	105.0 ft. `[32.0 m]`
Deck width edge-to-edge:	113.2 ft. `[34.5 m]`
Vertical clearance above deck:	16.7 ft. `[5.1 m]`
Vertical clearance below bridge:	88.6 ft. `[27.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1975
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 `[3]`
Main span design:	Truss - Thru `[10]`
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:	132,620 `[as of 2014]`
Truck traffic:	12% 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
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:	65.0
Recommended work:	Bridge deck rehabilitation with only incidental widening. `[36]`
Estimated cost of work:	$7,500,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Fair	Fair	Satisfactory	132620	65.0
October 2016	Fair	Fair	Satisfactory	Satisfactory	107000	76.0
October 2014	Fair	Fair	Satisfactory	Satisfactory	107000	76.0
August 2013	Fair	Fair	Satisfactory	Good	107000	76.0
September 2012	Fair	Fair	Satisfactory	Good	107000	76.0
September 2011	Fair	Satisfactory	Satisfactory	Satisfactory	107000	82.0
September 2010	Fair	Satisfactory	Satisfactory	Satisfactory	107000	77.0
September 2009	Fair	Satisfactory	Satisfactory	Satisfactory	107000	73.9
October 2008	Fair	Satisfactory	Satisfactory	Satisfactory	107000	73.9
March 2008	Fair	Satisfactory	Satisfactory	Satisfactory	99999	73.9
March 2007	Fair	Satisfactory	Satisfactory	Satisfactory	99999	73.9
March 2005	Fair	Satisfactory	Satisfactory	Satisfactory	83000	57.2
March 2003	Fair	Satisfactory	Satisfactory	Satisfactory	83000	57.2
March 2001	Fair	Satisfactory	Good	Satisfactory	81000	57.2
March 2000	Fair	Satisfactory	Good	Satisfactory	81000	57.2
June 1998	-	-	-	-	6000	0.0
August 1997	Fair	Very Good	Very Good	Satisfactory	90500	57.2
March 1996	Fair	Very Good	Very Good	Satisfactory	89000	57.2
January 1994	Good	Very Good	Very Good	Good	89000	57.2
February 1992	Good	Very Good	Very Good	Good	89000	58.2

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 Closed Web/Box Girder	linear ft.	8,508	7,330	1,156	22	0
Steel Girder/Beam	linear ft.	13,528	13,432	48	48	0
Steel Protective Coating	sq. ft.	250,571	250,571	0	0	0
Steel Stringer	linear ft.	16,490	16,483	7	0	0
Steel Protective Coating	sq. ft.	58,768	58,768	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	204,183	193,086	8,009	3,088	0
Wearing Surfaces	sq. ft.	204,183	195,800	901	7,482	0
Superstructure
Steel Truss	linear ft.	930	912	16	2	0
Steel Protective Coating	sq. ft.	13,624	13,624	0	0	0
Steel Floor Beam	linear ft.	9,578	9,563	10	5	0
Steel Protective Coating	sq. ft.	66,482	66,482	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	62,193	62,193	0	0	0
Wearing Surfaces	sq. ft.	62,193	62,163	30	0	0
Superstructure
Steel Gusset Plate	each	72	62	2	8	0
Steel Protective Coating	sq. ft.	4,320	4,320	0	0	0
Substructure
Reinforced Concrete Column	each	76	57	16	3	0
Concrete Protective Coating	sq. ft.	61,385	61,385	0	0	0
Reinforced Concrete Abutment	linear ft.	119	15	33	71	0
Concrete Protective Coating	sq. ft.	1,440	1,440	0	0	0
Steel Pier Cap	linear ft.	232	192	0	40	0
Reinforced Concrete Pier Cap	linear ft.	1,128	1,065	55	8	0
Concrete Protective Coating	sq. ft.	29,934	29,934	0	0	0
Joints
Strip Seal Joint	linear ft.	836	0	836	0	0
Assembly without Seal Joint	linear ft.	272	0	272	0	0
Bearings
Movable Bearing	each	107	98	1	8	0
Steel Protective Coating	sq. ft.	535	535	0	0	0
Fixed Bearing	each	49	45	4	0	0
Steel Protective Coating	sq. ft.	255	255	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	12,424	12,316	102	6	0
Concrete Protective Coating	sq. ft.	91,703	91,703	0	0	0