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I-64 EBL over US 60

Greenbrier County, West Virginia

Map

Coordinates:
+37.84567, -80.47963
37°50'44" N, 80°28'47" W

Facts

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

Name:	I-64 EBL over US 60
Structure number:	00000000013A146
Location:	3.52 Miles W. of US 219
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	49.9 ft. `[15.2 m]`
Total length:	124.0 ft. `[37.8 m]`
Roadway width between curbs:	40.4 ft. `[12.3 m]`
Deck width edge-to-edge:	44.6 ft. `[13.6 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1968
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:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,495 `[as of 2015]`
Truck traffic:	22% 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:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	86.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Fair	Satisfactory	6495	86.0
November 2016	Fair	Satisfactory	Fair	Satisfactory	6495	86.0
October 2014	Fair	Satisfactory	Fair	Satisfactory	7776	86.0
November 2012	Good	Good	Good	Good	8750	97.0
November 2010	Good	Good	Good	Good	8750	95.2
October 2008	Fair	Good	Satisfactory	Good	9900	94.8
October 2006	Fair	Good	Satisfactory	Good	9000	94.9
October 2004	Fair	Good	Satisfactory	Good	7750	94.5
October 2002	Fair	Good	Satisfactory	Good	8000	93.2
October 2000	Fair	Good	Satisfactory	Good	6750	93.3
October 1998	Fair	Good	Satisfactory	Good	6250	93.4
October 1996	Good	Very Good	Good	Very Good	6250	95.4
October 1994	Fair	Satisfactory	Good	Satisfactory	6000	93.5
October 1992	Good	Good	Good	Good	6500	93.5
October 1990	Good	Good	Good	Good	5250	93.6

Element Data

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.	720	474	246	0	0
Steel Protective Coating	sq. ft.	5,402	5,282	120	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,400	5,376	0	24	0
Wearing Surfaces	sq. ft.	5,400	5,346	54	0	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Abutment	linear ft.	158	91	49	18	0
Reinforced Concrete Pier Cap	linear ft.	88	88	0	0	0
Joints
Compression Joint	linear ft.	90	59	31	0	0
Bearings
Movable Bearing	each	12	0	12	0	0
Steel Protective Coating	sq. ft.	4	2	2	0	0
Fixed Bearing	each	6	0	6	0	0
Steel Protective Coating	sq. ft.	1	0	1	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	240	240	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1612529