PulskGilesTnpk/100 over Walker Creek
Map
Coordinates:
+37.26650, -80.7117137°15'59" N, 80°42'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PulskGilesTnpk/100 over Walker Creek |
Structure number: | 000000000008342 |
Location: | 5.20-Rte42;5.07-SCL-Pears |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 246.1 ft. [75.0 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1977 |
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] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,458 [as of 2014] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 88.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Good | Satisfactory | Fair | 2458 | 88.7 |
July 2015 | Fair | Good | Satisfactory | Fair | 2458 | 88.7 |
July 2013 | Fair | Good | Satisfactory | Fair | 2216 | 88.8 |
July 2011 | Fair | Good | Satisfactory | Fair | 2216 | 88.8 |
July 2009 | Fair | Good | Satisfactory | Fair | 2216 | 88.8 |
July 2007 | Fair | Good | Satisfactory | Fair | 2370 | 88.7 |
August 2005 | Fair | Good | Satisfactory | Fair | 2322 | 88.8 |
July 2003 | Fair | Good | Satisfactory | Fair | 2294 | 88.8 |
August 2001 | Fair | Fair | Satisfactory | Fair | 2476 | 87.7 |
August 1999 | Fair | Fair | Satisfactory | Fair | 2160 | 85.8 |
August 1997 | Fair | Fair | Satisfactory | Fair | 2100 | 85.8 |
August 1995 | Good | Good | Good | Good | 2000 | 97.9 |
August 1993 | Good | Good | Good | Good | 1850 | 97.9 |
August 1991 | Good | Good | Good | Good | 2215 | 97.8 |
July 1989 | Good | Good | Good | Good | 2215 | 97.8 |