Elon Road over Harris Creek
Map
Coordinates:
+37.48489, -79.1653237°29'06" N, 79°09'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Elon Road over Harris Creek |
Structure number: | 000000000001375 |
Location: | 0.45-Rt.795 / 0.80-Rt 704 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 58.4 ft. [17.8 m] |
Total length: | 116.5 ft. [35.5 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1941 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,897 [as of 2014] |
Truck traffic: | 7% 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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 61.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,062,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Fair | Fair | Good | 5897 | 61.7 |
May 2016 | Fair | Fair | Fair | Good | 5897 | 61.7 |
May 2014 | Fair | Fair | Fair | Good | 6700 | 62.1 |
May 2012 | Fair | Fair | Satisfactory | Good | 5333 | 74.7 |
May 2010 | Fair | Fair | Satisfactory | Good | 5333 | 71.5 |
May 2008 | Fair | Fair | Satisfactory | Good | 5333 | 72.5 |
May 2006 | Fair | Fair | Satisfactory | Good | 6187 | 72.9 |
July 2004 | Fair | Fair | Fair | Fair | 5591 | 61.5 |
July 2002 | Fair | Fair | Satisfactory | Satisfactory | 5447 | 71.3 |
September 2000 | Fair | Fair | Satisfactory | Satisfactory | 6686 | 53.9 |
June 1998 | Fair | Fair | Satisfactory | Satisfactory | 6686 | 53.9 |
July 1996 | Fair | Good | Satisfactory | Good | 5800 | 55.8 |
August 1995 | Fair | Good | Satisfactory | Good | 5800 | 56.0 |
July 1994 | Fair | Good | Satisfactory | Good | 6100 | 55.8 |
August 1993 | Fair | Good | Satisfactory | Good | 6147 | 55.7 |
July 1992 | Fair | Good | Satisfactory | Good | 3995 | 58.6 |
June 1991 | Fair | Fair | Satisfactory | Good | 3995 | 57.5 |