PottsCreekRd/Rte18 over Potts Creek
Map
Coordinates:
+37.60406, -80.2173637°36'15" N, 80°13'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PottsCreekRd/Rte18 over Potts Creek |
Structure number: | 000000000005455 |
Location: | 1.59-AlleghCo;3.53-Rte311 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 67.6 ft. [20.6 m] |
Total length: | 137.1 ft. [41.8 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 31.8 ft. [9.7 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 217 [as of 2014] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 85.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Satisfactory | Fair | Satisfactory | 217 | 85.4 |
February 2016 | Fair | Satisfactory | Fair | Satisfactory | 217 | 85.4 |
February 2014 | Fair | Satisfactory | Fair | Satisfactory | 152 | 88.5 |
February 2012 | Fair | Satisfactory | Fair | Satisfactory | 152 | 88.3 |
February 2010 | Fair | Satisfactory | Fair | Satisfactory | 152 | 88.3 |
February 2008 | Fair | Satisfactory | Fair | Satisfactory | 150 | 88.3 |
February 2006 | Fair | Good | Satisfactory | Satisfactory | 217 | 99.2 |
February 2004 | Fair | Good | Satisfactory | Satisfactory | 215 | 99.2 |
February 2002 | Fair | Good | Satisfactory | Satisfactory | 187 | 99.2 |
March 2000 | Fair | Fair | Satisfactory | Satisfactory | 278 | 95.0 |
February 1998 | Fair | Fair | Satisfactory | Satisfactory | 270 | 95.0 |
January 1996 | Fair | Fair | Good | Satisfactory | 300 | 94.9 |
February 1994 | Good | Good | Very Good | Good | 410 | 94.9 |
January 1992 | Good | Good | Very Good | Good | 230 | 96.4 |
January 1990 | Good | Good | Very Good | Good | 230 | 96.4 |