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HARRY BYRD HWY-WBL over NS RAILWAY

Clarke County, Virginia

Map

Coordinates:
+39.15586, -77.96428
39°09'21" N, 77°57'51" W

Facts

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

Name:	HARRY BYRD HWY-WBL over NS RAILWAY
Structure number:	000000000005377
Location:	0.80 TO 340 -0.75 TO 7BUS
Purpose:	Carries highway over railroad
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	51.8 ft. `[15.8 m]`
Total length:	151.9 ft. `[46.3 m]`
Roadway width between curbs:	36.1 ft. `[11.0 m]`
Deck width edge-to-edge:	40.0 ft. `[12.2 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1975
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:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	11,092 `[as of 2014]`
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory `[6 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:	Equal to present minimum criteria `[6]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	84.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Satisfactory	Satisfactory	Fair	11092	84.8
September 2016	Fair	Satisfactory	Good	Fair	11092	84.8
September 2014	Fair	Satisfactory	Good	Fair	10637	84.8
September 2012	Fair	Satisfactory	Very Good	Fair	10637	85.8
September 2010	Fair	Satisfactory	Very Good	Satisfactory	10637	97.0
August 2008	Good	Good	Good	Good	10637	97.0
May 2006	Fair	Fair	Good	Very Good	10840	96.0
June 2004	Fair	Fair	Good	Very Good	9860	96.0
May 2002	Good	Very Good	Good	Very Good	7491	97.3
June 2000	Good	Very Good	Good	Very Good	6267	95.4
June 1998	Good	Very Good	Good	Very Good	6267	95.4
June 1996	Fair	Fair	Good	Very Good	6000	94.4
June 1994	Fair	Fair	Good	Very Good	9300	94.3
May 1992	Fair	Very Good	Satisfactory	Very Good	3075	95.8
April 1990	Fair	Very Good	Satisfactory	Very Good	3075	90.7

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.	1,260	1,197	58	5	0
Steel Protective Coating	sq. ft.	10,359	0	10,139	200	20
Deck
Reinforced Concrete Deck	sq. ft.	6,083	5,771	310	2	0
Substructure
Reinforced Concrete Column	each	6	2	3	1	0
Reinforced Concrete Abutment	linear ft.	100	69	24	7	0
Reinforced Concrete Pier Cap	linear ft.	82	63	10	9	0
Joints
Compression Joint	linear ft.	160	108	40	12	0
Bearings
Elastomeric Bearing	each	15	0	4	11	0
Steel Protective Coating	sq. ft.	45	3	0	21	21
Fixed Bearing	each	15	0	10	5	0
Steel Protective Coating	sq. ft.	45	0	30	0	15
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	304	300	3	1	0
Reinforced Concrete Bridge Rail	linear ft.	304	304	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/1574309