BRIDGE ROAD over MEHERRIN RIVER
Map
Coordinates:
+36.80106, -78.1680436°48'04" N, 78°10'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BRIDGE ROAD over MEHERRIN RIVER |
Structure number: | 000000000011981 |
Location: | 0000MECK CO 0000LUNE CO |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 216.9 ft. [66.1 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
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: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 599 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 66.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Satisfactory | Fair | 599 | 66.6 |
May 2015 | Fair | Satisfactory | Satisfactory | Good | 599 | 76.8 |
May 2013 | Fair | Fair | Satisfactory | Good | 486 | 82.9 |
May 2011 | Fair | Fair | Satisfactory | Good | 486 | 91.6 |
August 2009 | Fair | Satisfactory | Satisfactory | Good | 486 | 92.6 |
May 2007 | Fair | Satisfactory | Satisfactory | Good | 357 | 92.7 |
May 2005 | Fair | Satisfactory | Satisfactory | Good | 357 | 92.7 |
May 2003 | Fair | Satisfactory | Satisfactory | Good | 357 | 94.7 |
May 2001 | Fair | Satisfactory | Satisfactory | Good | 342 | 92.8 |
May 1999 | Fair | Satisfactory | Satisfactory | Good | 342 | 92.8 |
May 1997 | Fair | Satisfactory | Good | Good | 342 | 92.8 |
May 1995 | Good | Good | Good | Good | 342 | 92.5 |
May 1993 | Good | Very Good | Very Good | Very Good | 211 | 95.9 |
May 1991 | Good | Very Good | Very Good | Very Good | 211 | 95.9 |