COUNTY ROAD C over SANTANTA CANAL
Map
Coordinates:
+38.29595, -102.7872438°17'45" N, 102°47'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD C over SANTANTA CANAL |
Structure number: | KWC-0.4-39AA |
Location: | 0.5 MI E OF CR 39.5 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 48.2 ft. [14.7 m] |
Total length: | 53.5 ft. [16.3 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 15° |
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: | 5 [as of 2013] |
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 desirable criteria [8] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 97.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Satisfactory | Satisfactory | Good | 5 | 97.0 |
January 2015 | Fair | Satisfactory | Good | Good | 5 | 99.0 |
January 2013 | Fair | Satisfactory | Good | Good | 3 | 99.0 |
January 2011 | Fair | Satisfactory | Good | Good | 3 | 100.0 |
January 2009 | Fair | Satisfactory | Good | Good | 10 | 100.0 |
December 2006 | Good | Good | Good | Good | 10 | 100.0 |
December 2004 | Good | Good | Good | Good | 10 | 100.0 |
February 2003 | Good | Good | Good | Good | 10 | 100.0 |
November 2001 | Good | Good | Good | Good | 2 | 100.0 |
February 2000 | Good | Good | Good | Good | 2 | 100.0 |
February 1999 | Good | Good | Good | Good | 2 | 100.0 |
February 1998 | Good | Good | Good | Good | 2 | 100.0 |
March 1996 | Good | Good | Good | Good | 14 | 100.0 |
March 1994 | Good | Good | Good | Good | 14 | 100.0 |
May 1992 | Fair | Satisfactory | Very Good | Very Good | 14 | 100.0 |
August 1991 | Fair | Satisfactory | Very Good | Very Good | 10 | 100.0 |
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. | 375 | 0 | 375 | 0 | 0 |
Steel Protective Coating | sq. ft. | 375 | 0 | 375 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 67 | 67 | 0 | 0 | 0 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 1,728 | 1,388 | 340 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,728 | 1,596 | 0 | 132 | 0 |
Steel Protective Coating | sq. ft. | 1,728 | 1,378 | 0 | 350 | 0 |
Bearings |
Elastomeric Bearing | each | 14 | 10 | 4 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 107 | 107 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 107 | 107 | 0 | 0 | 0 |