COUNTY ROAD 119 over BR MAIN CANAL 038
Map
Coordinates:
+46.87633, -105.0486146°52'35" N, 105°02'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 119 over BR MAIN CANAL 038 |
Structure number: | L40119000+03001 |
Location: | 5M NE FALLON |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 19.0 ft. [5.8 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1936 |
Year reconstructed: | 2004 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 100 [as of 2003] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 51.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Good | Fair | Fair | 100 | 51.2 |
October 2015 | Fair | Good | Fair | Fair | 100 | 51.2 |
October 2013 | Fair | Good | Fair | Satisfactory | 100 | 51.2 |
October 2011 | Fair | Good | Fair | Satisfactory | 100 | 51.2 |
November 2009 | Fair | Good | Satisfactory | Good | 100 | 61.2 |
September 2007 | Good | Good | Good | Good | 100 | 62.2 |
September 2005 | Good | Very Good | Good | Good | 100 | 64.5 |
December 2003 | Poor | Very Good | Good | Critical | 100 | 23.8 |
November 2001 | Poor | Very Good | Good | Critical | 100 | 23.8 |
November 1999 | Poor | Very Good | Good | Serious | 100 | 23.8 |
March 1998 | Poor | Very Good | Good | Serious | 100 | 23.8 |
January 1996 | Poor | Very Good | Very Good | Poor | 31 | 29.9 |
December 1993 | Fair | Very Good | Very Good | Fair | 31 | 47.7 |
February 1992 | Fair | Satisfactory | Very Good | Fair | 31 | 45.7 |
January 1990 | Fair | Good | Very Good | Satisfactory | 31 | 82.6 |