Shawsville Pile653 over Goose Creek
Map
Coordinates:
+37.09500, -80.2066737°05'42" N, 80°12'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Shawsville Pile653 over Goose Creek |
Structure number: | 000000000007557 |
Location: | 0.85 Montg Co;2.55 RT 660 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 36.1 ft. [11.0 m] |
Total length: | 73.2 ft. [22.3 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1983 |
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: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 321 [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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 92.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Good | Good | Good | 321 | 92.3 |
July 2015 | Good | Good | Good | Good | 321 | 93.8 |
July 2013 | Good | Good | Good | Good | 316 | 93.8 |
July 2011 | Good | Good | Good | Good | 316 | 91.6 |
July 2009 | Good | Good | Good | Good | 316 | 91.6 |
August 2007 | Good | Good | Good | Good | 321 | 91.6 |
July 2005 | Good | Good | Good | Good | 317 | 91.6 |
July 2003 | Good | Good | Good | Good | 314 | 92.6 |
July 2001 | Good | Good | Very Good | Good | 312 | 93.6 |
July 1999 | Good | Very Good | Very Good | Good | 243 | 96.6 |
August 1997 | Good | Very Good | Very Good | Good | 191 | 96.7 |
July 1995 | Good | Very Good | Very Good | Good | 202 | 96.7 |
July 1993 | Good | Very Good | Very Good | Good | 187 | 98.9 |
July 1991 | Good | Very Good | Very Good | Very Good | 153 | 98.9 |
July 1989 | Good | Very Good | Very Good | Very Good | 153 | 98.9 |