Beverly Town Road over Love Lady Creek
Map
Coordinates:
+37.62067, -79.2769237°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 |