Byrd Mill Road over South Anna River
Map
Coordinates:
+37.98791, -78.0805837°59'16" N, 78°04'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Byrd Mill Road over South Anna River |
Structure number: | 000000000011519 |
Location: | 1.70 From 640 &.46 To 674 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 263.1 ft. [80.2 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
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 continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 723 [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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Satisfactory | Fair | 723 | 74.0 |
October 2015 | Fair | Satisfactory | Satisfactory | Fair | 723 | 74.0 |
October 2013 | Fair | Satisfactory | Satisfactory | Fair | 687 | 74.0 |
October 2011 | Fair | Satisfactory | Satisfactory | Fair | 687 | 74.0 |
October 2009 | Fair | Satisfactory | Fair | Satisfactory | 687 | 74.0 |
October 2007 | Fair | Satisfactory | Fair | Satisfactory | 525 | 77.2 |
October 2005 | Fair | Satisfactory | Fair | Satisfactory | 525 | 77.2 |
October 2003 | Fair | Satisfactory | Fair | Satisfactory | 525 | 77.2 |
December 2001 | Fair | Satisfactory | Fair | Satisfactory | 373 | 78.5 |
October 1999 | Fair | Satisfactory | Fair | Satisfactory | 373 | 78.5 |
October 1997 | Fair | Satisfactory | Fair | Satisfactory | 373 | 78.5 |
October 1995 | Fair | Fair | Good | Satisfactory | 373 | 87.5 |
September 1993 | Fair | Fair | Good | Satisfactory | 377 | 87.5 |
August 1991 | Fair | Fair | Good | Satisfactory | 267 | 87.7 |