COUNTY ROAD 24 over CATLIN CANAL
Map
Coordinates:
+37.96875, -103.6380337°58'08" N, 103°38'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 24 over CATLIN CANAL |
Structure number: | OT24-23-22-129 |
Location: | .9 MI S OF SH 10 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 21.7 ft. [6.6 m] |
Total length: | 24.3 ft. [7.4 m] |
Roadway width between curbs: | 23.3 ft. [7.1 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 26° |
Owner: | County Highway Agency [02] |
Year built: | 1967 |
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: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 111 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | Equal to present desirable criteria [8] |
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: | 66.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Satisfactory | Fair | 111 | 66.8 |
November 2015 | Fair | Good | Satisfactory | Fair | 111 | 78.0 |
November 2013 | Fair | Satisfactory | Satisfactory | Fair | 111 | 78.0 |
November 2011 | Fair | Satisfactory | Satisfactory | Fair | 160 | 78.0 |
October 2009 | Fair | Satisfactory | Good | Fair | 267 | 73.5 |
October 2007 | Fair | Satisfactory | Good | Satisfactory | 267 | 84.5 |
January 2006 | Fair | Satisfactory | Good | Satisfactory | 267 | 84.5 |
January 2004 | Fair | Satisfactory | Good | Satisfactory | 267 | 84.5 |
March 2001 | Fair | Satisfactory | Good | Satisfactory | 80 | 96.0 |
February 1999 | Good | Good | Good | Good | 80 | 96.0 |
February 1997 | Good | Good | Good | Good | 80 | 96.0 |
January 1996 | Good | Good | Good | Good | 157 | 88.5 |
March 1993 | Good | Good | Good | Good | 157 | 88.5 |
November 1991 | Good | Good | Good | Good | 157 | 88.5 |
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. | 217 | 0 | 217 | 0 | 0 |
Steel Protective Coating | sq. ft. | 48 | 0 | 0 | 48 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 581 | 578 | 3 | 0 | 0 |
Wearing Surfaces | sq. ft. | 581 | 581 | 0 | 0 | 0 |
Substructure |
Steel Column | each | 10 | 0 | 0 | 10 | 0 |
Timber Abutment | linear ft. | 53 | 31 | 0 | 22 | 0 |
Steel Pier Cap | linear ft. | 53 | 0 | 53 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 48 | 38 | 10 | 0 | 0 |
Steel Protective Coating | sq. ft. | 48 | 48 | 0 | 0 | 0 |