Gully Tavern Road over Little Saylers Creek
Map
Coordinates:
+37.28963, -78.2735337°17'23" N, 78°16'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Gully Tavern Road over Little Saylers Creek |
Structure number: | 000000000013919 |
Location: | 2.45 to 617 - 1.40 to 619 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1973 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 434 [as of 2014] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 68.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $670,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2016 | Fair | Fair | Fair | Good | 434 | 68.0 |
December 2014 | Fair | Fair | Fair | Good | 420 | 68.0 |
December 2012 | Fair | Fair | Fair | Good | 421 | 68.0 |
December 2010 | Fair | Fair | Fair | Good | 421 | 70.0 |
December 2008 | Fair | Fair | Fair | Good | 421 | 70.0 |
November 2006 | Fair | Fair | Fair | Good | 388 | 73.0 |
December 2004 | Fair | Fair | Fair | Good | 388 | 73.0 |
November 2002 | Fair | Fair | Fair | Good | 149 | 77.5 |
November 2000 | Fair | Satisfactory | Satisfactory | Very Good | 149 | 87.5 |
November 1998 | Fair | Satisfactory | Satisfactory | Very Good | 149 | 81.5 |
November 1996 | Fair | Good | Satisfactory | Very Good | 149 | 82.5 |
November 1994 | Fair | Very Good | Satisfactory | Very Good | 149 | 82.5 |
December 1992 | Fair | Very Good | Satisfactory | Very Good | 135 | 82.5 |
January 1991 | Fair | Very Good | Satisfactory | Very Good | 135 | 82.5 |