Henrys Mill Rd over Sandy Creek
Map
Coordinates:
+36.77299, -79.1602236°46'23" N, 79°09'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Henrys Mill Rd over Sandy Creek |
Structure number: | 000000000009301 |
Location: | 1.80-Rt 360/0.10-Pittsylv |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 126.3 ft. [38.5 m] |
Total length: | 130.6 ft. [39.8 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
Year reconstructed: | 2011 |
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: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 150 [as of 2017] |
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: | 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: | 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 89.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Good | Good | Satisfactory | 150 | 89.2 |
October 2017 | Fair | Good | Good | Satisfactory | 149 | 89.2 |
October 2016 | Fair | Good | Good | Satisfactory | 149 | 88.2 |
October 2015 | Good | Good | Good | Good | 149 | 88.2 |
October 2014 | Good | Very Good | Good | Good | 130 | 88.3 |
October 2013 | Good | Very Good | Good | Good | 130 | 89.3 |
October 2012 | Good | Very Good | Good | Good | 130 | 89.3 |
October 2011 | Good | Very Good | Very Good | Good | 130 | 89.3 |
February 2011 | Poor | Poor | Poor | Satisfactory | 130 | 15.5 |
February 2010 | Poor | Poor | Poor | Satisfactory | 130 | 15.5 |
March 2009 | Poor | Poor | Poor | Satisfactory | 165 | 14.4 |
March 2008 | Poor | Fair | Poor | Satisfactory | 165 | 34.6 |
February 2006 | Fair | Fair | Fair | Satisfactory | 165 | 43.1 |
March 2004 | Fair | Fair | Fair | Satisfactory | 165 | 43.1 |
March 2003 | Fair | Fair | Fair | Satisfactory | 165 | 43.1 |
April 2002 | Fair | Fair | Fair | Satisfactory | 170 | 43.1 |
March 2001 | Fair | Fair | Fair | Satisfactory | 170 | 43.1 |
March 2000 | Fair | Fair | Fair | Satisfactory | 170 | 43.1 |
March 1999 | Fair | Fair | Fair | Satisfactory | 170 | 43.1 |
March 1998 | Fair | Fair | Satisfactory | Satisfactory | 170 | 53.2 |
April 1997 | Fair | Fair | Satisfactory | Satisfactory | 170 | 53.2 |
March 1996 | Fair | Fair | Satisfactory | Satisfactory | 170 | 53.2 |
May 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 170 | 54.0 |
March 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 224 | 53.8 |
March 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 224 | 56.8 |
January 1992 | Fair | Good | Satisfactory | Good | 224 | 56.8 |