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HARRY BYRD HWY-WBL over OPEQUON CREEK

Clarke County, Virginia

Map

Coordinates:
+39.17843, -78.07328
39°10'42" N, 78°04'24" W

Facts

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

Name:	HARRY BYRD HWY-WBL over OPEQUON CREEK
Structure number:	000000000005379
Location:	0.00 CLARK-0.00 FREDERICK
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	60.0 ft. `[18.3 m]`
Total length:	240.2 ft. `[73.2 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Skew angle:	19°
Owner:	State Highway Agency `[01]`
Year built:	1970
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:	4
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	12,887 `[as of 2014]`
Truck traffic:	4% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 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:	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:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	84.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Good	Satisfactory	Fair	12887	84.6
August 2015	Fair	Good	Satisfactory	Fair	12887	84.6
August 2013	Fair	Good	Satisfactory	Fair	13226	84.6
August 2011	Fair	Good	Good	Satisfactory	13226	95.8
August 2009	Fair	Very Good	Very Good	Satisfactory	13226	98.8
July 2007	Fair	Very Good	Very Good	Satisfactory	16157	98.5
July 2005	Good	Very Good	Very Good	Very Good	12979	98.8
July 2003	Good	Very Good	Very Good	Very Good	12277	98.9
August 2001	Fair	Very Good	Fair	Fair	12000	87.7
July 1999	Fair	Fair	Fair	Fair	8744	85.0
June 1997	Fair	Satisfactory	Fair	Fair	8500	86.1
May 1995	Fair	Very Good	Fair	Fair	4700	86.6
June 1993	Fair	Very Good	Fair	Fair	7350	86.4
June 1991	Fair	Good	Fair	Fair	6980	86.4

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	1,440	1,427	4	9	0
Deck
Reinforced Concrete Deck	sq. ft.	10,080	9,772	308	0	0
Wearing Surfaces	sq. ft.	50	0	0	0	50
Substructure
Reinforced Concrete Pier Wall	linear ft.	42	27	15	0	0
Reinforced Concrete Abutment	linear ft.	88	53	33	2	0
Reinforced Concrete Pier Cap	linear ft.	43	0	40	3	0
Joints
Compression Joint	linear ft.	92	92	0	0	0
Bearings
Elastomeric Bearing	each	24	0	24	0	0
Fixed Bearing	each	24	0	24	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	480	480	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	480	480	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/1574310