COUNTY ROAD 25 over FORT LYON STORAGE CANAL
Map
Coordinates:
+38.07692, -103.6193638°04'37" N, 103°37'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 25 over FORT LYON STORAGE CANAL |
Structure number: | OT25-24-30-142A |
Location: | .1 MI N OF SH 266 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 65.9 ft. [20.1 m] |
Total length: | 69.9 ft. [21.3 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1992 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
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: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 302 [as of 2013] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 96.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Satisfactory | Satisfactory | 302 | 96.2 |
November 2015 | Fair | Good | Satisfactory | Satisfactory | 302 | 96.2 |
November 2013 | Fair | Good | Satisfactory | Satisfactory | 302 | 96.2 |
November 2011 | Fair | Good | Satisfactory | Satisfactory | 223 | 96.2 |
November 2009 | Fair | Good | Good | Satisfactory | 128 | 96.2 |
October 2007 | Good | Good | Good | Good | 128 | 96.2 |
January 2006 | Good | Good | Good | Good | 128 | 96.2 |
January 2004 | Good | Good | Good | Good | 128 | 96.2 |
March 2001 | Good | Good | Good | Good | 73 | 95.5 |
February 1999 | Good | Very Good | Very Good | Good | 73 | 95.5 |
February 1997 | Good | Very Good | Very Good | Good | 73 | 95.5 |
December 1995 | Good | Very Good | Very Good | Good | 54 | 95.5 |
March 1993 | Good | Very Good | Very Good | Good | 54 | 96.2 |
December 1992 | Good | Very Good | Very Good | Good | 54 | 96.2 |
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. | 700 | 0 | 700 | 0 | 0 |
Steel Protective Coating | sq. ft. | 132 | 0 | 132 | 0 | 0 |
Substructure |
Steel Column | each | 12 | 0 | 11 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 70 | 33 | 37 | 0 | 0 |
Timber Abutment | linear ft. | 30 | 30 | 0 | 0 | 0 |
Steel Abutment | linear ft. | 70 | 50 | 20 | 0 | 0 |
Steel Protective Coating | sq. ft. | 70 | 50 | 20 | 0 | 0 |
Steel Pier Cap | linear ft. | 70 | 0 | 70 | 0 | 0 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 2,114 | 1,514 | 600 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,114 | 1,904 | 0 | 210 | 0 |
Steel Protective Coating | sq. ft. | 2,114 | 1,514 | 0 | 600 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 140 | 129 | 11 | 0 | 0 |
Steel Protective Coating | sq. ft. | 140 | 140 | 0 | 0 | 0 |