North Creek Road over North Creek
Map
Coordinates:
+37.41667, -78.8745737°25'00" N, 78°52'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | North Creek Road over North Creek |
Structure number: | 000000000001649 |
Location: | 0.80-Rt.661/1.20-Rt.26 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.5 ft. [9.3 m] |
Total length: | 36.1 ft. [11.0 m] |
Roadway width between curbs: | 20.3 ft. [6.2 m] |
Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Year reconstructed: | 2017 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 271 [as of 2014] |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 80.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Excellent | Excellent | Very Good | 271 | 80.9 |
June 2016 | Poor | Satisfactory | Poor | Fair | 271 | 18.7 |
June 2015 | Poor | Satisfactory | Poor | Fair | 271 | 18.7 |
June 2014 | Poor | Satisfactory | Poor | Fair | 220 | 19.0 |
June 2013 | Poor | Satisfactory | Poor | Fair | 223 | 18.9 |
June 2012 | Poor | Satisfactory | Poor | Fair | 223 | 18.9 |
June 2011 | Poor | Good | Poor | Satisfactory | 223 | 24.7 |
June 2010 | Poor | Good | Poor | Satisfactory | 223 | 24.7 |
June 2009 | Poor | Very Good | Poor | Satisfactory | 223 | 24.7 |
January 2009 | Fair | Very Good | Fair | Satisfactory | 337 | 39.9 |
January 2008 | Fair | Very Good | Fair | Satisfactory | 337 | 39.9 |
January 2007 | Fair | Good | Fair | Satisfactory | 337 | 39.9 |
January 2006 | Fair | Good | Fair | Satisfactory | 337 | 39.9 |
January 2005 | Fair | Good | Fair | Satisfactory | 337 | 39.9 |
January 2004 | Fair | Good | Fair | Satisfactory | 337 | 39.9 |
January 2003 | Fair | Good | Fair | Satisfactory | 402 | 39.9 |
January 2002 | Fair | Good | Fair | Satisfactory | 402 | 39.9 |
January 2001 | Good | Good | Good | Good | 402 | 47.3 |
January 2000 | Good | Good | Good | Good | 402 | 47.3 |
January 1999 | Fair | Good | Satisfactory | Good | 402 | 48.3 |
January 1998 | Fair | Good | Satisfactory | Good | 402 | 48.3 |
January 1997 | Good | Good | Good | Good | 414 | 48.3 |
January 1995 | Good | Very Good | Good | Good | 414 | 48.3 |
November 1991 | Good | Very Good | Good | Good | 157 | 49.4 |