First Rock Road over Appomattox River
Map
Coordinates:
+37.33713, -78.5196137°20'14" N, 78°31'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | First Rock Road over Appomattox River |
Structure number: | 000000000013926 |
Location: | 0.00-PR. ED.CL/0.00BUCK C |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.7 ft. [12.4 m] |
Total length: | 111.6 ft. [34.0 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
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: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 280 [as of 2017] |
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: | 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 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: | 74.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Fair | Fair | Good | 280 | 74.7 |
October 2016 | Fair | Fair | Fair | Good | 639 | 73.3 |
October 2014 | Fair | Fair | Fair | Good | 220 | 79.3 |
October 2012 | Fair | Fair | Fair | Good | 666 | 73.2 |
October 2010 | Fair | Satisfactory | Satisfactory | Good | 666 | 85.4 |
October 2008 | Fair | Satisfactory | Satisfactory | Good | 666 | 85.4 |
October 2006 | Fair | Satisfactory | Satisfactory | Good | 729 | 85.3 |
October 2004 | Fair | Good | Good | Satisfactory | 687 | 88.3 |
July 2003 | Poor | Good | Good | Poor | 683 | 61.0 |
December 2002 | Good | Good | Good | Good | 813 | 82.1 |
December 2000 | Good | Good | Good | Good | 684 | 86.3 |
December 1998 | Good | Good | Good | Good | 684 | 81.3 |
December 1996 | Good | Good | Very Good | Very Good | 665 | 81.3 |
January 1995 | Good | Good | Very Good | Very Good | 600 | 80.4 |
December 1992 | Good | Very Good | Very Good | Very Good | 489 | 80.5 |
January 1991 | Good | Very Good | Very Good | Very Good | 101 | 86.9 |