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I-64 RAMP C WBL over WADES CREEK

Greenbrier County, West Virginia

Map

Coordinates:
+37.80025, -80.28083
37°48'01" N, 80°16'51" W

Facts

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

Name:	I-64 RAMP C WBL over WADES CREEK
Structure number:	00000000013A170
Location:	0.01 Miles E. of US 60
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	22.6 ft. `[6.9 m]`
Total length:	59.4 ft. `[18.1 m]`
Roadway width between curbs:	24.6 ft. `[7.5 m]`
Deck width edge-to-edge:	29.5 ft. `[9.0 m]`
Skew angle:	30°
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:	Concrete continuous `[2]`
Main span design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	8,702 `[as of 2015]`
Truck traffic:	28% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 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:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	54.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$701,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Fair	Fair	Fair	Fair	8702	54.4
August 2016	Fair	Fair	Fair	Fair	8702	54.4
August 2014	Fair	Satisfactory	Satisfactory	Satisfactory	781	78.4
August 2012	Fair	Satisfactory	Satisfactory	Satisfactory	800	78.4
August 2010	Fair	Fair	Very Good	Good	5500	78.2
September 2008	Fair	Satisfactory	Satisfactory	Good	1500	78.1
September 2006	Fair	Satisfactory	Satisfactory	Good	1000	78.5
August 2004	Fair	Satisfactory	Satisfactory	Good	1500	78.1
September 2002	Fair	Satisfactory	Satisfactory	Good	1500	96.1
September 2000	Fair	Satisfactory	Satisfactory	Good	1500	96.1
September 1998	Fair	Satisfactory	Satisfactory	Good	1500	78.1
September 1996	Fair	Satisfactory	Satisfactory	Good	1000	77.5
October 1994	Fair	Satisfactory	Satisfactory	Good	2900	73.7
October 1992	Fair	Satisfactory	Satisfactory	Satisfactory	1700	76.6
October 1990	Fair	Good	Satisfactory	Good	6800	68.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Pier Wall	linear ft.	61	61	0	0	0
Reinforced Concrete Abutment	linear ft.	180	167	0	13	0
Reinforced Concrete Pier Cap	linear ft.	83	81	0	2	0
Joints
Pourable Joint	linear ft.	180	180	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	118	112	0	6	0
Reinforced Concrete Bridge Rail	linear ft.	118	118	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	2,230	2,035	0	195	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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