County Road 11 over Snake River
Map
Coordinates:
+43.37155, -110.7396643°22'18" N, 110°44'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | County Road 11 over Snake River |
Structure number: | DEY |
Location: | 4 Miles N. Of Hoback Jct |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 129.9 ft. [39.6 m] |
Total length: | 321.9 ft. [98.1 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Vertical clearance above deck: | 12.1 ft. [3.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1910 |
Year reconstructed: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 358 [as of 2017] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 18.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,530,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Poor | Fair | Serious | Fair | 358 | 18.8 |
September 2017 | Poor | Fair | Serious | Fair | 389 | 18.6 |
September 2016 | Poor | Fair | Serious | Fair | 320 | 19.0 |
September 2015 | Poor | Fair | Serious | Fair | 320 | 19.0 |
October 2014 | Fair | Fair | Fair | Fair | 320 | 28.4 |
September 2013 | Poor | Fair | Serious | Fair | 320 | 19.0 |
August 2012 | Poor | Fair | Poor | Fair | 320 | 19.0 |
August 2011 | Poor | Fair | Poor | Fair | 320 | 19.0 |
September 2010 | Poor | Fair | Poor | Fair | 320 | 19.0 |
June 2009 | Fair | Fair | Fair | Fair | 310 | 23.6 |
July 2008 | Fair | Fair | Fair | Fair | 310 | 23.6 |
June 2007 | Fair | Fair | Fair | Fair | 310 | 23.6 |
June 2006 | Fair | Fair | Fair | Fair | 170 | 24.0 |
June 2005 | Fair | Fair | Fair | Fair | 170 | 24.0 |
July 2004 | Fair | Fair | Fair | Fair | 170 | 24.0 |
June 2003 | Fair | Fair | Satisfactory | Fair | 170 | 24.0 |
June 2002 | Fair | Fair | Satisfactory | Fair | 170 | 24.0 |
June 2001 | Fair | Fair | Satisfactory | Fair | 170 | 24.0 |
July 2000 | Poor | Poor | Satisfactory | Fair | 170 | 21.9 |
June 1999 | Fair | Fair | Satisfactory | Satisfactory | 170 | 34.3 |
June 1998 | Fair | Fair | Satisfactory | Satisfactory | 170 | 34.3 |
July 1997 | Fair | Fair | Satisfactory | Satisfactory | 170 | 34.3 |
July 1996 | Fair | Fair | Satisfactory | Satisfactory | 170 | 34.3 |
July 1995 | Fair | Fair | Satisfactory | Satisfactory | 170 | 34.3 |
June 1994 | Fair | Very Good | Fair | Very Good | 170 | 25.1 |
June 1993 | Fair | Very Good | Fair | Very Good | 170 | 25.1 |
July 1992 | Good | Very Good | Good | Very Good | 170 | 37.4 |
August 1991 | Good | Very Good | Good | Very Good | 170 | 47.9 |