Rolling Hill Road over Cub Creek
Map
Coordinates:
+37.17826, -78.7447537°10'42" N, 78°44'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Rolling Hill Road over Cub Creek |
Structure number: | 000000000024514 |
Location: | 0.70 - 664 / 2.50 - 701 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 140.4 ft. [42.8 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1996 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 440 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 76.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,420,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Good | Good | Satisfactory | 440 | 76.7 |
October 2015 | Fair | Good | Good | Satisfactory | 440 | 76.7 |
October 2014 | Fair | Good | Good | Satisfactory | 440 | 79.7 |
October 2013 | Fair | Good | Good | Satisfactory | 440 | 75.2 |
October 2012 | Fair | Good | Good | Satisfactory | 440 | 75.2 |
October 2011 | Good | Good | Good | Good | 440 | 75.2 |
October 2010 | Good | Good | Good | Good | 440 | 75.2 |
October 2009 | Good | Good | Good | Good | 427 | 75.2 |
November 2008 | Good | Good | Good | Good | 427 | 75.2 |
October 2007 | Good | Good | Good | Good | 427 | 75.2 |
October 2006 | Good | Good | Good | Good | 427 | 75.2 |
December 2005 | Good | Good | Good | Good | 427 | 75.2 |
January 2005 | Good | Good | Good | Good | 427 | 75.2 |
December 2003 | Good | Good | Good | Good | 331 | 75.3 |
November 2002 | Good | Good | Good | Good | 331 | 74.3 |
December 2001 | Good | Good | Good | Good | 331 | 72.3 |
November 2000 | Good | Good | Good | Good | 331 | 72.3 |
December 1999 | Good | Good | Good | Good | 331 | 72.3 |
November 1998 | Good | Good | Very Good | Good | 281 | 72.3 |
November 1997 | Good | Good | Good | Very Good | 675 | 72.0 |
March 1996 | Good | Excellent | Excellent | Excellent | 233 | 74.8 |