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I-64 EB over HURRICANE CREEK

Putnam County, West Virginia

Map

Coordinates:
+38.44526, -82.00653
38°26'43" N, 82°00'24" W

Facts

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

Name:	I-64 EB over HURRICANE CREEK
Structure number:	00000000040A066
Location:	0.76 MI. E. OF CR 19 SLS
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	52.2 ft. `[15.9 m]`
Total length:	136.8 ft. `[41.7 m]`
Roadway width between curbs:	38.4 ft. `[11.7 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1959
Year reconstructed:	1988
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:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	18,255 `[as of 2016]`
Truck traffic:	17% 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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	98.0
Recommended work:	Bridge deck rehabilitation with only incidental widening. `[36]`
Estimated cost of work:	$500,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Satisfactory	Good	Satisfactory	18255	98.0
February 2016	Fair	Satisfactory	Good	Satisfactory	17913	98.0
February 2014	Fair	Good	Good	Satisfactory	18250	98.0
March 2012	Fair	Good	Good	Satisfactory	19250	98.0
March 2010	Good	Good	Good	Good	21800	96.0
February 2008	Good	Good	Good	Good	20000	96.1
February 2006	Good	Good	Good	Good	20000	96.1
January 2004	Good	Good	Good	Good	18500	96.3
January 2002	Good	Good	Good	Good	17500	96.4
February 2000	Good	Good	Very Good	Good	16000	96.5
June 1998	Good	Good	Very Good	Good	16000	96.5
June 1996	Good	Good	Very Good	Good	16750	96.4
December 1994	Good	Good	Very Good	Good	15500	96.8
July 1994	Good	Good	Very Good	Good	15500	96.8
July 1992	Good	Very Good	Very Good	Good	13500	97.0
September 1990	Good	Very Good	Very Good	Good	13500	97.0

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.	660	620	40	0	0
Steel Protective Coating	sq. ft.	6,128	3,150	2,978	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,754	4,335	1,289	130	0
Substructure
Reinforced Concrete Column	each	6	3	3	0	0
Reinforced Concrete Abutment	linear ft.	84	54	22	8	0
Reinforced Concrete Pier Cap	linear ft.	78	77	0	1	0
Joints
Compression Joint	linear ft.	78	0	0	0	78
Bearings
Movable Bearing	each	15	1	14	0	0
Fixed Bearing	each	5	5	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	274	231	43	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/1616558