CANAL ROAD over CATLIN CANAL
Map
Coordinates:
+38.10886, -103.8687838°06'32" N, 103°52'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CANAL ROAD over CATLIN CANAL |
Structure number: | OT10-10-32-B-M1 |
Location: | .1 MI N OF SH 50 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 28.2 ft. [8.6 m] |
Total length: | 30.5 ft. [9.3 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1976 |
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: | Posted for load [P] |
Average daily traffic: | 228 [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: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 63.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Good | Satisfactory | Satisfactory | 228 | 63.6 |
November 2015 | Fair | Good | Satisfactory | Satisfactory | 228 | 69.6 |
November 2013 | Fair | Good | Satisfactory | Satisfactory | 228 | 69.6 |
November 2011 | Fair | Good | Satisfactory | Good | 228 | 69.6 |
November 2009 | Fair | Good | Satisfactory | Good | 536 | 64.0 |
November 2007 | Fair | Good | Satisfactory | Good | 536 | 64.0 |
January 2006 | Fair | Good | Satisfactory | Good | 536 | 64.0 |
January 2004 | Fair | Good | Satisfactory | Good | 536 | 64.0 |
March 2001 | Fair | Good | Satisfactory | Good | 313 | 63.4 |
February 1999 | Fair | Good | Satisfactory | Good | 313 | 63.4 |
February 1997 | Fair | Good | Satisfactory | Good | 313 | 63.4 |
December 1995 | Fair | Good | Satisfactory | Good | 154 | 67.7 |
March 1993 | Fair | Good | Satisfactory | Good | 154 | 70.5 |
November 1991 | Fair | Good | Satisfactory | Good | 154 | 70.5 |
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. | 275 | 0 | 275 | 0 | 0 |
Steel Protective Coating | sq. ft. | 275 | 0 | 0 | 0 | 275 |
Deck |
Reinforced Concrete Deck | sq. ft. | 756 | 736 | 20 | 0 | 0 |
Wearing Surfaces | sq. ft. | 756 | 756 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 49 | 34 | 15 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 62 | 0 | 62 | 0 | 0 |
Steel Protective Coating | sq. ft. | 62 | 62 | 0 | 0 | 0 |