COUNTY ROAD 49 over COMANCHE CANAL
Map
Coordinates:
+38.29001, -102.6185838°17'24" N, 102°37'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 49 over COMANCHE CANAL |
Structure number: | KW48-S0.5-CA |
Location: | 1.3 MI N OF CR A |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 58.4 ft. [17.8 m] |
Total length: | 63.7 ft. [19.4 m] |
Roadway width between curbs: | 31.8 ft. [9.7 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 20° |
Owner: | County Highway Agency [02] |
Year built: | 1991 |
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: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 212 [as of 2013] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 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 minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Satisfactory | Satisfactory | Good | 212 | 96.6 |
January 2015 | Good | Good | Good | Good | 212 | 96.6 |
January 2013 | Good | Good | Good | Good | 186 | 97.6 |
January 2011 | Good | Good | Good | Good | 186 | 97.6 |
January 2009 | Good | Good | Good | Good | 162 | 99.7 |
December 2004 | Good | Good | Good | Good | 162 | 98.7 |
November 2001 | Fair | Satisfactory | Good | Good | 162 | 99.7 |
February 1999 | Fair | Satisfactory | Good | Good | 162 | 98.7 |
February 1998 | Fair | Satisfactory | Good | Good | 162 | 98.7 |
March 1996 | Fair | Satisfactory | Good | Good | 174 | 99.7 |
March 1994 | Fair | Satisfactory | Good | Good | 174 | 99.7 |
May 1992 | Fair | Satisfactory | Very Good | Very Good | 174 | 99.7 |
August 1991 | Fair | Satisfactory | Very Good | Very Good | 135 | 99.7 |
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. | 445 | 245 | 200 | 0 | 0 |
Steel Protective Coating | sq. ft. | 445 | 245 | 200 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 69 | 69 | 0 | 0 | 0 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 2,048 | 0 | 2,048 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,048 | 1,920 | 128 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,048 | 0 | 2,048 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 14 | 14 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 127 | 127 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 127 | 127 | 0 | 0 | 0 |