COUNTY ROAD 3W over CONSOLIDATED CANAL
Map
Coordinates:
+37.61540, -106.2042637°36'55" N, 106°12'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 3W over CONSOLIDATED CANAL |
Structure number: | RGDW03-02.70N |
Location: | .4 MI N of Swede Lane |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 38.4 ft. [11.7 m] |
Total length: | 40.4 ft. [12.3 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1978 |
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: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 224 [as of 2017] |
Truck traffic: | 2% of total traffic |
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: | Better than present minimum criteria [7] |
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: | 90.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 224 | 90.7 |
December 2016 | Fair | Good | Satisfactory | Satisfactory | 258 | 90.7 |
December 2014 | Good | Good | Good | Good | 258 | 90.7 |
December 2012 | Good | Good | Good | Good | 374 | 90.6 |
December 2010 | Good | Good | Good | Good | 374 | 90.6 |
December 2008 | Good | Good | Good | Good | 298 | 90.7 |
December 2006 | Good | Good | Good | Good | 298 | 90.7 |
October 2004 | Good | Good | Good | Good | 298 | 90.7 |
February 2003 | Good | Good | Good | Good | 298 | 91.6 |
March 2000 | Good | Good | Good | Good | 255 | 91.4 |
March 1999 | Good | Good | Good | Good | 255 | 91.4 |
March 1998 | Good | Good | Good | Good | 255 | 91.4 |
April 1996 | Good | Good | Good | Good | 249 | 91.4 |
March 1994 | Good | Good | Good | Good | 249 | 97.4 |
March 1992 | Good | Good | Good | Good | 249 | 98.4 |
November 1990 | Good | Good | Good | Good | 110 | 98.5 |
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. | 608 | 0 | 608 | 0 | 0 |
Steel Protective Coating | sq. ft. | 608 | 0 | 608 | 0 | 0 |
Substructure |
Steel Column | each | 18 | 0 | 18 | 0 | 0 |
Steel Protective Coating | sq. ft. | 18 | 0 | 0 | 0 | 18 |
Steel Abutment | linear ft. | 64 | 0 | 64 | 0 | 0 |
Steel Protective Coating | sq. ft. | 64 | 0 | 64 | 0 | 0 |
Steel Pier Cap | linear ft. | 64 | 64 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 64 | 0 | 64 | 0 | 0 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 1,296 | 1,131 | 100 | 65 | 0 |
Wearing Surfaces | sq. ft. | 1,296 | 1,131 | 165 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,296 | 1,131 | 100 | 65 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 81 | 0 | 76 | 5 | 0 |
Steel Protective Coating | sq. ft. | 81 | 0 | 81 | 0 | 0 |