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Beverly Town Road over Love Lady Creek

Amherst County, Virginia

Map

Coordinates:
+37.62067, -79.27692
37°37'14" N, 79°16'37" W

Facts

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

Name:	Beverly Town Road over Love Lady Creek
Structure number:	000000000024619
Location:	1.10-Rt 610/.50-Rt 640
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	39.0 ft. `[11.9 m]`
Total length:	43.0 ft. `[13.1 m]`
Roadway width between curbs:	23.6 ft. `[7.2 m]`
Deck width edge-to-edge:	26.9 ft. `[8.2 m]`
Skew angle:	40°
Owner:	State Highway Agency `[01]`
Year built:	1995
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:	Prestressed concrete `[5]`
Main span design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	21 `[as of 2014]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	99.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Good	Good	Good	21	99.0
May 2016	Good	Very Good	Good	Good	21	99.0
May 2014	Good	Very Good	Good	Good	13	99.0
May 2012	Good	Very Good	Good	Good	13	96.0
May 2010	Good	Good	Good	Good	13	99.0
May 2008	Good	Good	Good	Good	13	99.0
May 2006	Good	Good	Good	Good	17	94.0
May 2004	Good	Good	Good	Good	22	94.0
May 2002	Good	Good	Very Good	Good	22	94.0
May 2000	Good	Good	Very Good	Good	55	94.0
May 1998	Good	Good	Very Good	Good	55	94.0
May 1996	Good	Very Good	Very Good	Very Good	73	94.0

© 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/1583560