County Road 2 over Blacktail Creek
Map
Coordinates:
+43.59807, -104.1800943°35'53" N, 104°10'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | County Road 2 over Blacktail Creek |
Structure number: | DYN |
Location: | 20 Miles S. Of Newcastle |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 21.0 ft. [6.4 m] |
Total length: | 23.0 ft. [7.0 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1955 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Wood or timber [7] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, posting recommended but not legally implemented [B] |
Average daily traffic: | 276 [as of 2017] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 20.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $38,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Poor | Fair | Poor | Serious | 276 | 20.0 |
April 2017 | Poor | Fair | Poor | Serious | 112 | 20.0 |
April 2016 | Poor | Fair | Poor | Poor | 42 | 51.8 |
April 2015 | Poor | Fair | Poor | Poor | 10 | 51.8 |
April 2014 | Fair | Fair | Fair | Fair | 10 | 68.8 |
March 2013 | Fair | Fair | Fair | Fair | 10 | 68.5 |
March 2012 | Fair | Fair | Fair | Fair | 10 | 68.8 |
March 2011 | Fair | Fair | Fair | Fair | 10 | 68.5 |
March 2010 | Fair | Fair | Fair | Fair | 10 | 68.5 |
March 2009 | Fair | Fair | Fair | Fair | 10 | 68.5 |
April 2008 | Fair | Fair | Fair | Fair | 10 | 68.5 |
March 2007 | Fair | Fair | Fair | Fair | 10 | 68.5 |
March 2006 | Fair | Fair | Fair | Fair | 20 | 68.5 |
April 2005 | Fair | Fair | Fair | Fair | 20 | 68.5 |
April 2004 | Fair | Fair | Fair | Fair | 20 | 68.5 |
April 2003 | Fair | Fair | Fair | Fair | 20 | 68.5 |
March 2002 | Fair | Fair | Fair | Satisfactory | 20 | 68.5 |
March 2001 | Fair | Fair | Fair | Satisfactory | 20 | 68.4 |
April 2000 | Poor | Poor | Poor | Fair | 20 | 50.4 |
March 1999 | Poor | Poor | Poor | Fair | 20 | 50.4 |
April 1998 | Poor | Poor | Poor | Fair | 20 | 50.4 |
April 1997 | Poor | Poor | Poor | Fair | 20 | 50.4 |
May 1996 | Poor | Poor | Poor | Fair | 20 | 50.4 |
May 1995 | Poor | Fair | Serious | Fair | 20 | 38.4 |
April 1994 | Poor | Good | Poor | Good | 20 | 53.4 |
May 1993 | Poor | Good | Poor | Good | 20 | 53.4 |
May 1992 | Poor | Good | Poor | Good | 20 | 53.4 |
May 1991 | Poor | Good | Poor | Good | 20 | 53.4 |