Harvard Street over Burton Creek
Map
Coordinates:
+37.36038, -79.1989037°21'37" N, 79°11'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Harvard Street over Burton Creek |
Structure number: | 000000000020563 |
Location: | .07 29/.35 Wards Ferry Rd |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 11.5 ft. [3.5 m] |
Total length: | 25.6 ft. [7.8 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Year reconstructed: | 2010 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,804 [as of 2014] |
Structural appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
July 2018 | Good | 7 out of 10 | 10804 | 98.0 |
July 2016 | Good | 7 out of 10 | 10804 | 98.0 |
July 2014 | Good | 7 out of 10 | 10000 | 96.1 |
July 2012 | Good | 7 out of 10 | 13280 | 95.8 |
July 2010 | Good | 7 out of 10 | 13280 | 95.8 |
October 2009 | Poor | 4 out of 10 | 13280 | 68.2 |
December 2008 | Poor | 4 out of 10 | 13280 | 70.2 |
November 2007 | Poor | 4 out of 10 | 13280 | 70.2 |
November 2006 | Poor | 4 out of 10 | 13280 | 70.2 |
November 2005 | Poor | 4 out of 10 | 13280 | 70.2 |
November 2004 | Poor | 4 out of 10 | 13280 | 70.2 |
October 2003 | Poor | 4 out of 10 | 13280 | 71.2 |
October 2002 | Poor | 4 out of 10 | 13280 | 71.2 |
October 2001 | Poor | 4 out of 10 | 13280 | 71.2 |
November 2000 | Poor | 4 out of 10 | 13280 | 73.0 |
October 1999 | Poor | 4 out of 10 | 13280 | 73.0 |
August 1998 | Poor | 4 out of 10 | 13280 | 73.0 |
August 1996 | Poor | 4 out of 10 | 13280 | 73.0 |
July 1994 | Fair | 5 out of 10 | 13280 | 89.0 |
June 1992 | Fair | 5 out of 10 | 13280 | 89.0 |
June 1990 | Fair | 6 out of 10 | 13280 | 100.0 |