OldThessaliaRd/663 over Sugar Run
Map
Coordinates:
+37.25338, -80.7866237°15'12" N, 80°47'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OldThessaliaRd/663 over Sugar Run |
Structure number: | 000000000008467 |
Location: | 1.65-Rte662;0.05-Rte661 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 17.7 ft. [5.4 m] |
Deck width edge-to-edge: | 18.7 ft. [5.7 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 52 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 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: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 conditions; field review indicates action is required. [4] |
Sufficiency rating: | 93.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $415,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Satisfactory | Very Good | Satisfactory | 52 | 93.0 |
February 2015 | Fair | Satisfactory | Very Good | Satisfactory | 75 | 93.0 |
February 2013 | Fair | Satisfactory | Very Good | Satisfactory | 75 | 93.0 |
February 2011 | Fair | Good | Very Good | Satisfactory | 75 | 93.0 |
February 2009 | Good | Good | Very Good | Good | 75 | 93.0 |
February 2007 | Good | Good | Very Good | Good | 81 | 93.0 |
January 2005 | Good | Very Good | Very Good | Good | 71 | 93.0 |
January 2003 | Good | Very Good | Very Good | Good | 63 | 93.0 |
January 2001 | Good | Very Good | Very Good | Good | 68 | 93.0 |
January 1999 | Good | Excellent | Excellent | Good | 68 | 93.0 |
January 1997 | Poor | Fair | Poor | Satisfactory | 62 | 28.4 |
February 1996 | Poor | Satisfactory | Poor | Very Good | 62 | 29.4 |
January 1995 | Poor | Satisfactory | Poor | Very Good | 63 | 29.4 |
February 1994 | Poor | Good | Poor | Very Good | 63 | 29.4 |
January 1992 | Good | Very Good | Good | Very Good | 57 | 52.9 |
January 1991 | Good | Very Good | Good | Very Good | 50 | 52.9 |