Elon Road over Cashaw Creek
Map
Coordinates:
+37.59476, -79.3817737°35'41" N, 79°22'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Elon Road over Cashaw Creek |
Structure number: | 000000000001378 |
Location: | 0.21-Rt 501/3.73-Rockb CL |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 20.0 ft. [6.1 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Skew angle: | 7° |
Owner: | State Highway Agency [01] |
Year built: | 1928 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,704 [as of 2014] |
Truck traffic: | 9% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 78.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $551,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Fair | Fair | Good | 1704 | 78.7 |
May 2015 | Fair | Fair | Fair | Good | 1704 | 78.7 |
May 2013 | Fair | Fair | Fair | Good | 1792 | 78.3 |
May 2011 | Fair | Fair | Fair | Good | 1792 | 78.3 |
May 2009 | Fair | Fair | Fair | Good | 1792 | 78.3 |
May 2007 | Fair | Fair | Fair | Good | 1787 | 80.3 |
June 2005 | Fair | Fair | Fair | Good | 1712 | 80.6 |
June 2003 | Fair | Fair | Fair | Good | 1709 | 80.7 |
May 2001 | Fair | Fair | Fair | Very Good | 1900 | 79.9 |
May 1999 | Fair | Fair | Fair | Very Good | 1900 | 79.9 |
June 1997 | Fair | Very Good | Satisfactory | Very Good | 1900 | 93.0 |
May 1995 | Fair | Satisfactory | Satisfactory | Very Good | 1900 | 91.0 |
May 1993 | Fair | Satisfactory | Satisfactory | Very Good | 1650 | 90.9 |
June 1991 | Fair | Satisfactory | Satisfactory | Very Good | 1650 | 90.9 |