Holly Grove Road over South Anna River
Map
Coordinates:
+37.79217, -77.8310037°47'32" N, 77°49'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Holly Grove Road over South Anna River |
Structure number: | 000000000011473 |
Location: | 1.00 From 663& .80 To 635 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 78.1 ft. [23.8 m] |
Total length: | 210.0 ft. [64.0 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 934 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 78.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 934 | 78.6 |
August 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 934 | 78.6 |
August 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 926 | 66.1 |
August 2011 | Fair | Fair | Good | Good | 926 | 68.0 |
August 2009 | Fair | Satisfactory | Satisfactory | Good | 926 | 68.7 |
August 2007 | Fair | Good | Satisfactory | Good | 1128 | 68.3 |
August 2005 | Fair | Good | Satisfactory | Good | 1054 | 68.5 |
August 2003 | Fair | Good | Satisfactory | Good | 1018 | 68.6 |
August 2001 | Fair | Good | Satisfactory | Good | 883 | 68.8 |
August 1999 | Fair | Good | Satisfactory | Good | 773 | 69.0 |
August 1997 | Fair | Fair | Satisfactory | Good | 751 | 68.0 |
September 1995 | Fair | Fair | Satisfactory | Good | 751 | 65.0 |
August 1993 | Fair | Fair | Good | Good | 666 | 70.3 |
August 1991 | Fair | Fair | Good | Good | 582 | 70.5 |