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ROUTE 0460 over RICH CREEK

Giles County, Virginia

Map

Coordinates:
+37.38310, -80.82481
37°22'59" N, 80°49'29" W

Facts

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

Name:	ROUTE 0460 over RICH CREEK
Structure number:	000000000008365
Location:	3.33-WVA LINE;0.04-RT 219
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	44.9 ft. `[13.7 m]`
Total length:	118.1 ft. `[36.0 m]`
Roadway width between curbs:	86.0 ft. `[26.2 m]`
Deck width edge-to-edge:	90.2 ft. `[27.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1973
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	7,101 `[as of 2014]`
Truck traffic:	9% of total traffic
Deck condition:	Good `[7 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:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	98.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Good	Good	Satisfactory	7101	98.0
October 2015	Fair	Good	Good	Satisfactory	7101	98.0
October 2013	Good	Good	Good	Good	6826	99.4
October 2011	Good	Good	Good	Good	6826	99.4
October 2009	Good	Good	Good	Good	6826	99.4
October 2007	Good	Good	Good	Good	7260	99.3
October 2005	Good	Good	Good	Good	7352	99.3
October 2003	Fair	Fair	Fair	Good	7098	87.2
November 2001	Fair	Fair	Fair	Good	7453	87.2
November 1999	Fair	Satisfactory	Satisfactory	Very Good	10287	97.0
November 1997	Fair	Fair	Fair	Good	10000	84.9
October 1995	Fair	Satisfactory	Satisfactory	Very Good	10000	97.3
November 1993	Fair	Satisfactory	Satisfactory	Very Good	7000	97.5
October 1991	Good	Good	Very Good	Very Good	6065	97.5
October 1989	Good	Good	Very Good	Very Good	8490	97.4

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 Column	each	12	6	6	0	0
Reinforced Concrete Abutment	linear ft.	196	44	126	26	0
Reinforced Concrete Pile Cap/Footing	linear ft.	51	51	0	0	0
Steel Pile	each	1	0	1	0	0
Reinforced Concrete Pier Cap	linear ft.	191	191	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	236	221	15	0	0
Deck
Reinforced Concrete Slab	sq. ft.	10,657	10,408	178	71	0
Wearing Surfaces	sq. ft.	8,299	7,896	394	9	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/1575758