COUNTY ROAD over COYOTE WASH
Map
Coordinates:
+40.05481, -109.4595040°03'17" N, 109°27'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over COYOTE WASH |
Structure number: | 047031C |
Location: | 11.5 MILES SE. OF OURAY |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 57.7 ft. [17.6 m] |
Total length: | 64.0 ft. [19.5 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1995 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 600 [as of 2010] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 91.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Fair | Satisfactory | Satisfactory | 600 | 91.3 |
April 2016 | Fair | Satisfactory | Satisfactory | Good | 600 | 92.3 |
April 2014 | Fair | Satisfactory | Satisfactory | Good | 600 | 94.0 |
April 2012 | Fair | Satisfactory | Satisfactory | Good | 600 | 94.0 |
March 2010 | Fair | Satisfactory | Satisfactory | Very Good | 600 | 94.0 |
April 2008 | Fair | Satisfactory | Satisfactory | Very Good | 600 | 94.0 |
July 2006 | Fair | Satisfactory | Satisfactory | Very Good | 417 | 94.5 |
July 2004 | Fair | Good | Satisfactory | Very Good | 417 | 94.5 |
May 2002 | Good | Good | Good | Very Good | 417 | 94.5 |
April 2000 | Good | Good | Good | Very Good | 417 | 89.5 |
April 1998 | Good | Very Good | Good | Very Good | 100 | 90.5 |
May 1996 | Good | Very Good | Good | Very Good | 75 | 90.6 |
October 1995 | Good | Very Good | Very Good | Very Good | 75 | 95.6 |
April 1994 | Fair | Satisfactory | Good | Fair | 75 | 70.5 |
March 1992 | Fair | Satisfactory | Good | Good | 50 | 81.7 |
August 1990 | Fair | Satisfactory | Good | Good | 20 | 81.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 412 | 309 | 103 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 61 | 51 | 8 | 2 | 0 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 1,941 | 971 | 970 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 128 | 123 | 5 | 0 | 0 |