Beverly Town Road over Love Lady Creek


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


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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodGoodGoodGood2199.0
May 2016GoodVery GoodGoodGood2199.0
May 2014GoodVery GoodGoodGood1399.0
May 2012GoodVery GoodGoodGood1396.0
May 2010GoodGoodGoodGood1399.0
May 2008GoodGoodGoodGood1399.0
May 2006GoodGoodGoodGood1794.0
May 2004GoodGoodGoodGood2294.0
May 2002GoodGoodVery GoodGood2294.0
May 2000GoodGoodVery GoodGood5594.0
May 1998GoodGoodVery GoodGood5594.0
May 1996GoodVery GoodVery GoodVery Good7394.0