County Road 1A over Beaver Creek
Map
Coordinates:
+43.53534, -104.1173243°32'07" N, 104°07'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | County Road 1A over Beaver Creek |
Structure number: | DYK |
Location: | 23 Miles Se Of Newcastle |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 294.0 ft. [89.6 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 21.0 ft. [6.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1933 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 139 [as of 2017] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 24.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,410,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Poor | Satisfactory | Poor | Serious | 139 | 24.0 |
April 2017 | Poor | Satisfactory | Poor | Serious | 163 | 23.7 |
April 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 6 | 60.5 |
April 2015 | Fair | Fair | Fair | Satisfactory | 10 | 47.3 |
April 2014 | Fair | Fair | Fair | Satisfactory | 10 | 47.5 |
March 2013 | Fair | Fair | Fair | Satisfactory | 10 | 47.3 |
March 2012 | Fair | Fair | Fair | Satisfactory | 10 | 47.3 |
March 2011 | Fair | Fair | Fair | Satisfactory | 10 | 47.3 |
March 2010 | Fair | Fair | Fair | Satisfactory | 10 | 47.3 |
March 2009 | Fair | Fair | Fair | Satisfactory | 10 | 47.3 |
April 2008 | Fair | Fair | Fair | Satisfactory | 10 | 47.3 |
March 2007 | Fair | Fair | Fair | Satisfactory | 10 | 47.3 |
March 2006 | Fair | Fair | Fair | Satisfactory | 5 | 47.3 |
April 2005 | Fair | Fair | Fair | Satisfactory | 5 | 47.3 |
April 2004 | Fair | Fair | Fair | Satisfactory | 5 | 47.3 |
April 2003 | Fair | Fair | Fair | Satisfactory | 5 | 47.3 |
March 2002 | Fair | Fair | Fair | Satisfactory | 5 | 47.3 |
April 2001 | Fair | Fair | Fair | Good | 5 | 47.3 |
April 2000 | Poor | Poor | Poor | Fair | 5 | 39.0 |
March 1999 | Poor | Poor | Poor | Fair | 5 | 39.0 |
April 1998 | Poor | Poor | Poor | Fair | 5 | 39.0 |
April 1997 | Poor | Poor | Poor | Fair | 5 | 39.0 |
May 1996 | Poor | Poor | Poor | Fair | 5 | 39.0 |
May 1995 | Poor | Poor | Serious | Serious | 5 | 36.0 |
April 1994 | Poor | Good | Satisfactory | Poor | 5 | 39.0 |
April 1993 | Poor | Good | Satisfactory | Poor | 5 | 39.0 |
May 1992 | Fair | Good | Satisfactory | Satisfactory | 5 | 41.3 |
May 1991 | Poor | Good | Poor | Fair | 5 | 39.0 |