Creek Road over Fountains Creek
Map
Coordinates:
+36.56770, -77.4342336°34'04" N, 77°26'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Creek Road over Fountains Creek |
Structure number: | 000000000009107 |
Location: | 1.00 Miles to Route 622 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 105.0 ft. [32.0 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
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: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 278 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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: | 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 83.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 278 | 83.7 |
September 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 278 | 84.7 |
September 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 341 | 85.7 |
September 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 341 | 85.7 |
September 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 341 | 85.7 |
December 2007 | Fair | Satisfactory | Satisfactory | Good | 341 | 85.7 |
October 2005 | Good | Good | Good | Good | 144 | 90.6 |
October 2003 | Good | Good | Good | Good | 144 | 90.6 |
October 2001 | Good | Good | Good | Good | 144 | 90.6 |
October 1999 | Fair | Satisfactory | Good | Good | 135 | 90.7 |
November 1997 | Fair | Satisfactory | Good | Good | 135 | 90.7 |
November 1995 | Fair | Satisfactory | Good | Good | 135 | 91.0 |
February 1994 | Good | Very Good | Good | Very Good | 135 | 91.0 |
October 1991 | Good | Very Good | Good | Very Good | 55 | 92.6 |