COUNTY ROAD 2W over FARMERS UNION CANAL
Map
Coordinates:
+37.72588, -106.1856537°43'33" N, 106°11'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 2W over FARMERS UNION CANAL |
Structure number: | RGDW02-10.40N |
Location: | .5 MI N OF CR 10N |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 26.6 ft. [8.1 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 45° |
Owner: | County Highway Agency [02] |
Year built: | 1962 |
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: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 24 [as of 2017] |
Deck condition: | Satisfactory [6 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: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 80.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 24 | 80.1 |
December 2016 | Fair | Satisfactory | Good | Satisfactory | 18 | 80.1 |
November 2014 | Fair | Satisfactory | Good | Satisfactory | 18 | 80.1 |
December 2012 | Fair | Satisfactory | Good | Satisfactory | 22 | 85.1 |
December 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 22 | 80.1 |
December 2008 | Fair | Satisfactory | Good | Satisfactory | 23 | 80.1 |
December 2006 | Fair | Satisfactory | Good | Good | 23 | 80.1 |
October 2004 | Fair | Satisfactory | Good | Good | 23 | 80.1 |
February 2003 | Fair | Satisfactory | Good | Good | 23 | 79.8 |
March 2000 | Fair | Satisfactory | Good | Good | 23 | 79.4 |
March 1999 | Fair | Satisfactory | Good | Good | 23 | 79.4 |
March 1998 | Fair | Satisfactory | Good | Good | 23 | 79.4 |
April 1996 | Fair | Satisfactory | Good | Good | 18 | 79.4 |
February 1994 | Fair | Satisfactory | Good | Good | 18 | 84.7 |
March 1992 | Fair | Satisfactory | Good | Good | 18 | 84.7 |
September 1990 | Fair | Satisfactory | Good | Good | 20 | 84.7 |
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. | 660 | 0 | 638 | 22 | 0 |
Steel Protective Coating | sq. ft. | 540 | 0 | 540 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 34 | 0 | 1 | 33 | 0 |
Reinforced Concrete Abutment | linear ft. | 68 | 0 | 56 | 12 | 0 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 1,434 | 649 | 785 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,313 | 0 | 839 | 474 | 0 |
Steel Protective Coating | sq. ft. | 1,434 | 0 | 1,199 | 0 | 235 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 120 | 0 | 117 | 3 | 0 |
Steel Protective Coating | sq. ft. | 120 | 0 | 0 | 0 | 120 |