Meherrin Road over Bush River
Map
Coordinates:
+37.14752, -78.4063337°08'51" N, 78°24'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Meherrin Road over Bush River |
Structure number: | 000000000013956 |
Location: | 1.62-Rt.732/2.93-Rt.632 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 96.1 ft. [29.3 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: | 1966 |
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: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 366 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 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 minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Fair | Fair | Satisfactory | 366 | 81.7 |
April 2015 | Fair | Fair | Fair | Satisfactory | 366 | 82.7 |
April 2013 | Fair | Fair | Fair | Good | 426 | 83.7 |
April 2011 | Fair | Fair | Fair | Good | 426 | 82.7 |
April 2009 | Fair | Fair | Fair | Good | 426 | 83.7 |
May 2007 | Fair | Fair | Fair | Good | 458 | 83.7 |
April 2005 | Fair | Fair | Satisfactory | Good | 561 | 92.6 |
May 2003 | Fair | Satisfactory | Satisfactory | Good | 557 | 95.6 |
June 2001 | Fair | Satisfactory | Satisfactory | Good | 436 | 95.7 |
April 1999 | Fair | Satisfactory | Satisfactory | Good | 288 | 94.3 |
June 1997 | Fair | Satisfactory | Satisfactory | Good | 513 | 94.2 |
May 1995 | Fair | Satisfactory | Satisfactory | Good | 280 | 94.8 |
May 1993 | Fair | Satisfactory | Satisfactory | Good | 346 | 94.3 |
April 1991 | Fair | Satisfactory | Satisfactory | Good | 193 | 96.9 |