RIVER ROAD WEST over BYRD
Map
Coordinates:
+37.73058, -78.0889937°43'50" N, 78°05'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RIVER ROAD WEST over BYRD |
Structure number: | 000000000008569 |
Location: | 1.51 Fr 603 & 1.02 To 608 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 189.6 ft. [57.8 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Year reconstructed: | 2001 |
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: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,517 [as of 2014] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 88.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 1517 | 88.3 |
April 2016 | Good | Good | Very Good | Good | 1517 | 88.3 |
April 2014 | Good | Good | Very Good | Good | 1615 | 87.9 |
April 2012 | Good | Good | Very Good | Good | 1615 | 87.9 |
April 2010 | Good | Good | Very Good | Good | 1615 | 87.9 |
April 2008 | Good | Good | Very Good | Good | 1615 | 87.9 |
April 2006 | Good | Good | Very Good | Good | 1707 | 87.6 |
April 2004 | Good | Good | Very Good | Good | 1689 | 87.7 |
April 2002 | Good | Very Good | Very Good | Very Good | 1866 | 87.0 |
December 2001 | Good | Good | Very Good | Very Good | 1759 | 79.2 |
August 1999 | Fair | Fair | Satisfactory | Satisfactory | 2637 | 70.4 |
August 1998 | Poor | Poor | Satisfactory | Satisfactory | 2000 | 71.9 |
September 1997 | Poor | Poor | Satisfactory | Satisfactory | 2000 | 71.9 |
September 1996 | Poor | Poor | Fair | Satisfactory | 2500 | 55.6 |
October 1995 | Poor | Poor | Fair | Satisfactory | 2500 | 55.6 |
February 1995 | Poor | Poor | Fair | Satisfactory | 2100 | 57.6 |
May 1992 | Fair | Fair | Very Good | Good | 2005 | 73.0 |
May 1990 | Fair | Satisfactory | Very Good | Very Good | 2005 | 74.1 |