BYRD'S BRIDGE RD. over DRAGON RUN
Map
Coordinates:
+37.77160, -76.7898237°46'18" N, 76°47'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BYRD'S BRIDGE RD. over DRAGON RUN |
Structure number: | 000000000010597 |
Location: | 0.0M ESSEX CO-0.0M K&Q CO |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 80.1 ft. [24.4 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
Year reconstructed: | 2014 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 113 [as of 2014] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 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: | 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 88.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Very Good | Very Good | Satisfactory | 113 | 88.3 |
June 2016 | Fair | Very Good | Very Good | Satisfactory | 113 | 88.3 |
July 2014 | Fair | Very Good | Very Good | Satisfactory | 218 | 88.2 |
June 2013 | Poor | Fair | Poor | Fair | 218 | 57.5 |
June 2012 | Poor | Satisfactory | Poor | Fair | 218 | 58.5 |
June 2010 | Fair | Satisfactory | Fair | Fair | 218 | 74.7 |
June 2008 | Fair | Satisfactory | Fair | Fair | 218 | 74.7 |
June 2006 | Fair | Satisfactory | Fair | Fair | 218 | 74.7 |
June 2004 | Fair | Satisfactory | Satisfactory | Fair | 218 | 74.7 |
August 2002 | Fair | Satisfactory | Satisfactory | Fair | 223 | 74.6 |
June 2000 | Fair | Satisfactory | Satisfactory | Fair | 223 | 74.6 |
June 1998 | Fair | Good | Satisfactory | Satisfactory | 223 | 84.2 |
August 1996 | Fair | Very Good | Satisfactory | Satisfactory | 171 | 85.8 |
June 1994 | Good | Very Good | Good | Good | 171 | 85.8 |
July 1992 | Good | Very Good | Good | Good | 159 | 85.8 |
June 1990 | Poor | Poor | Satisfactory | Good | 159 | 82.8 |