COUNTY ROAD H.5 over COLORADO CANAL
Map
Coordinates:
+38.23533, -103.8919138°14'07" N, 103°53'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD H.5 over COLORADO CANAL |
Structure number: | CRCO 3.75-5A |
Location: | .8 MI WEST OF ROAD 11 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 54.1 ft. [16.5 m] |
Total length: | 56.1 ft. [17.1 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 28.2 ft. [8.6 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: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 23 [as of 2013] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Satisfactory | Good | Satisfactory | 23 | 96.0 |
January 2015 | Good | Good | Good | Good | 23 | 96.0 |
January 2013 | Good | Good | Good | Good | 12 | 96.0 |
January 2011 | Good | Good | Good | Good | 12 | 97.0 |
January 2009 | Good | Good | Good | Good | 15 | 97.0 |
December 2006 | Good | Good | Good | Good | 15 | 97.0 |
October 2004 | Good | Good | Good | Good | 15 | 97.0 |
February 2003 | Good | Good | Good | Good | 15 | 97.0 |
May 2001 | Good | Good | Good | Good | 15 | 97.0 |
February 1999 | Good | Very Good | Good | Very Good | 15 | 97.0 |
February 1997 | Good | Very Good | Very Good | Very Good | 15 | 97.0 |
November 1995 | Good | Very Good | Very Good | Very Good | 17 | 97.0 |
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. | 392 | 0 | 392 | 0 | 0 |
Steel Protective Coating | sq. ft. | 392 | 0 | 392 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,585 | 1,060 | 525 | 0 | 0 |
Substructure |
Steel Column | each | 10 | 0 | 5 | 5 | 0 |
Steel Protective Coating | sq. ft. | 10 | 0 | 5 | 5 | 0 |
Steel Abutment | linear ft. | 57 | 57 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 57 | 57 | 0 | 0 | 0 |
Steel Pier Cap | linear ft. | 57 | 0 | 57 | 0 | 0 |
Steel Protective Coating | sq. ft. | 57 | 0 | 57 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 112 | 0 | 112 | 0 | 0 |
Steel Protective Coating | sq. ft. | 112 | 0 | 112 | 0 | 0 |