WV 527 over OHIO RIVER;CSX;US 60 WB

Map

Coordinates:
+38.42458, -82.45139
38°25'28" N, 82°27'05" W

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

Name:	WV 527 over OHIO RIVER;CSX;US 60 WB
Structure number:	00000000006A222
Location:	0.19 MILE NORTH US 60 EB
Purpose:	Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	720.2 ft. `[219.5 m]`
Total length:	2105.1 ft. `[641.6 m]`
Roadway width between curbs:	60.4 ft. `[18.4 m]`
Deck width edge-to-edge:	71.9 ft. `[21.9 m]`
Vertical clearance above deck:	17.1 ft. `[5.2 m]`
Vertical clearance below bridge:	52.5 ft. `[16.0 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1994
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Steel `[3]`
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:	17,245 `[as of 2015]`
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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:	None present but re-evaluation suggested `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	85.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Satisfactory	Good	Satisfactory	17245	85.8
October 2015	Fair	Satisfactory	Good	Satisfactory	16100	86.4
December 2013	Good	Good	Good	Good	13800	87.5
December 2011	Fair	Satisfactory	Good	Good	13800	87.5
May 2011	Fair	Satisfactory	Good	Good	16400	91.2
December 2009	Fair	Satisfactory	Good	Good	16400	86.2
December 2007	Fair	Satisfactory	Good	Good	17500	85.7
April 2005	Fair	Satisfactory	Very Good	Good	15000	88.0
November 2003	Fair	Satisfactory	Very Good	Good	15000	88.0
August 2002	Fair	Satisfactory	Good	Good	15000	88.0
September 2001	Fair	Satisfactory	Very Good	Good	18500	85.2
September 2000	Fair	Satisfactory	Very Good	Good	18500	83.2
September 1999	Good	Good	Good	Very Good	18500	83.2
January 1997	Good	Good	Excellent	Good	13000	85.8
October 1994	Good	Excellent	Excellent	Excellent	16500	80.1

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.	4,021	1,032	2,989	0	0
Steel Protective Coating	sq. ft.	66,500	59,962	5,101	1,437	0
Steel Stringer	linear ft.	14,580	14,576	4	0	0
Steel Protective Coating	sq. ft.	108,300	79,496	21,674	7,130	0
Deck
Reinforced Concrete Deck	sq. ft.	141,210	55,018	86,192	0	0
Superstructure
Steel Truss	linear ft.	3,240	1,794	1,445	1	0
Steel Protective Coating	sq. ft.	295,500	66,465	126,635	102,400	0
Steel Floor Beam	linear ft.	2,701	2,698	1	2	0
Steel Protective Coating	sq. ft.	66,500	47,548	14,042	4,910	0
Steel Gusset Plate	each	144	43	101	0	0
Steel Protective Coating	sq. ft.	14,040	8,090	3,560	2,390	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	223	220	3	0	0
Reinforced Concrete Abutment	linear ft.	297	297	0	0	0
Prestressed Concrete Pier Cap	linear ft.	340	337	1	2	0
Reinforced Concrete Pier Cap	linear ft.	75	75	0	0	0
Joints
Strip Seal Joint	linear ft.	82	39	33	10	0
Compression Joint	linear ft.	63	33	30	0	0
Other Joint	linear ft.	202	81	97	24	0
Bearings
Movable Bearing	each	30	4	26	0	0
Fixed Bearing	each	21	12	9	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	6,584	5,546	1,033	5	0