Tuggle Road over Route 460 Bypass
Map
Coordinates:
+37.31444, -78.4663737°18'52" N, 78°27'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Tuggle Road over Route 460 Bypass |
Structure number: | 000000000014007 |
Location: | 0.20 to 678 / 0.11 to 768 |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 124.0 ft. [37.8 m] |
Total length: | 250.7 ft. [76.4 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1976 |
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: | 2 |
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: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 805 [as of 2014] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 78.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $2,202,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Fair | Good | 805 | 78.4 |
June 2016 | Fair | Good | Fair | Good | 805 | 78.4 |
June 2014 | Fair | Good | Fair | Good | 750 | 85.9 |
December 2012 | Fair | Good | Fair | Good | 858 | 78.3 |
December 2011 | Fair | Good | Fair | Good | 858 | 78.3 |
December 2010 | Fair | Good | Fair | Good | 858 | 78.3 |
December 2009 | Fair | Good | Fair | Good | 858 | 78.3 |
January 2009 | Fair | Good | Fair | Good | 841 | 78.4 |
January 2008 | Fair | Good | Fair | Good | 829 | 78.4 |
February 2007 | Fair | Good | Fair | Good | 811 | 78.4 |
March 2006 | Fair | Good | Fair | Good | 796 | 78.4 |
March 2004 | Fair | Good | Fair | Good | 794 | 78.4 |
April 2003 | Fair | Good | Fair | Good | 791 | 78.4 |
May 2001 | Good | Good | Good | Good | 768 | 89.4 |
February 1999 | Good | Good | Good | Good | 527 | 96.9 |
March 1997 | Fair | Satisfactory | Satisfactory | Very Good | 527 | 96.9 |
February 1995 | Fair | Satisfactory | Satisfactory | Very Good | 527 | 98.9 |
February 1993 | Fair | Satisfactory | Satisfactory | Very Good | 527 | 98.9 |
January 1991 | Fair | Satisfactory | Satisfactory | Very Good | 527 | 98.9 |