Johnson Station Rd over Hunts Creek
Map
Coordinates:
+37.62166, -78.3983837°37'18" N, 78°23'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Johnson Station Rd over Hunts Creek |
Structure number: | 000000000004064 |
Location: | 0.53-Rt.676 / 0.67-Rt.794 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 44.0 ft. [13.4 m] |
Roadway width between curbs: | 22.3 ft. [6.8 m] |
Deck width edge-to-edge: | 23.3 ft. [7.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Year reconstructed: | 2013 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel continuous [4] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 282 [as of 2014] |
Deck condition: | Very Good [8 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 83.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $495,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Very Good | Good | Good | 282 | 83.5 |
April 2015 | Good | Very Good | Good | Good | 282 | 83.5 |
April 2013 | Good | Excellent | Excellent | Good | 280 | 83.5 |
July 2012 | Poor | Poor | Fair | Fair | 289 | 63.0 |
July 2011 | Poor | Poor | Fair | Fair | 289 | 63.0 |
July 2010 | Poor | Poor | Fair | Satisfactory | 289 | 63.0 |
July 2008 | Fair | Fair | Fair | Satisfactory | 289 | 68.0 |
July 2006 | Fair | Fair | Fair | Satisfactory | 285 | 67.9 |
June 2004 | Fair | Fair | Fair | Satisfactory | 271 | 67.9 |
June 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 295 | 79.0 |
July 2000 | Fair | Fair | Satisfactory | Satisfactory | 451 | 76.0 |
July 1998 | Fair | Satisfactory | Good | Good | 451 | 77.0 |
July 1996 | Fair | Satisfactory | Good | Good | 218 | 77.0 |
July 1994 | Good | Very Good | Very Good | Very Good | 218 | 77.0 |
August 1992 | Good | Very Good | Very Good | Very Good | 205 | 77.0 |
September 1990 | Good | Very Good | Very Good | Very Good | 133 | 77.0 |