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WBL ROUTE 0360 over MATTAPONI RIVER @ AYLETT

King and Queen County, Virginia

Map

Coordinates:
+37.78678, -77.10415
37°47'12" N, 77°06'15" W

Facts

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

Name:	WBL ROUTE 0360 over MATTAPONI RIVER @ AYLETT
Structure number:	000000000010594
Location:	0.00 K&Q.CO.-0.00 K.WM.CO
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	129.9 ft. `[39.6 m]`
Total length:	370.1 ft. `[112.8 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:	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 `[3]`
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: May 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	11,000 `[as of 2017]`
Truck traffic:	5% 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:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
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

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Good	Good	Satisfactory	11000	98.0
May 2016	Fair	Good	Good	Satisfactory	6124	98.4
May 2014	Fair	Good	Good	Satisfactory	6419	98.4
May 2012	Good	Good	Good	Good	6419	97.4
May 2010	Good	Good	Good	Good	6419	97.4
June 2008	Good	Good	Good	Good	6419	98.4
June 2006	Good	Good	Good	Good	6394	99.4
June 2004	Good	Good	Good	Good	6041	95.4
June 2002	Good	Good	Very Good	Very Good	5908	95.4
June 2000	Good	Good	Very Good	Very Good	3806	93.6
July 1998	Good	Good	Very Good	Very Good	3806	93.6
August 1996	Good	Very Good	Very Good	Very Good	7000	93.3
June 1994	Good	Very Good	Very Good	Very Good	5500	97.6
July 1993	Good	Very Good	Very Good	Very Good	2827	97.8
July 1992	Good	Very Good	Very Good	Very Good	2617	97.8
July 1991	Good	Very Good	Very Good	Very Good	2648	97.8

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.	2,101	2,068	33	0	0
Steel Protective Coating	sq. ft.	20,787	20,754	33	0	0
Deck
Reinforced Concrete Deck	sq. ft.	15,542	15,425	1	116	0
Substructure
Reinforced Concrete Column	each	23	21	2	0	0
Reinforced Concrete Abutment	linear ft.	126	101	7	18	0
Reinforced Concrete Pier Cap	linear ft.	164	141	21	2	0
Joints
Strip Seal Joint	linear ft.	42	22	18	0	2
Pourable Joint	linear ft.	209	142	36	0	31
Bearings
Elastomeric Bearing	each	24	0	24	0	0
Movable Bearing	each	5	0	5	0	0
Fixed Bearing	each	29	0	29	0	0
Steel Protective Coating	sq. ft.	29	2	27	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	744	544	44	156	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/1576895