FLEEBURG LOOP over STONY RUN
Map
Coordinates:
+38.47834, -78.5897338°28'42" N, 78°35'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FLEEBURG LOOP over STONY RUN |
Structure number: | 000000000026733 |
Location: | 0.20 RT 673 - 0.30 RT 603 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 27.9 ft. [8.5 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 221 [as of 2014] |
Structural appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
April 2017 | Good | 8 out of 10 | 221 | 100.0 |
April 2015 | Good | 8 out of 10 | 221 | 100.0 |
April 2013 | Good | 8 out of 10 | 184 | 100.0 |
April 2011 | Good | 8 out of 10 | 184 | 97.0 |
April 2009 | Good | 8 out of 10 | 184 | 100.0 |
May 2007 | Good | 8 out of 10 | 184 | 100.0 |
May 2005 | Good | 8 out of 10 | 184 | 100.0 |
April 2003 | Good | 8 out of 10 | 121 | 100.0 |
April 2001 | Good | 9 out of 10 | 121 | 99.0 |