County Road 25 over Prewitt Outlet Canal
Map
Coordinates:
+40.43494, -103.3746140°26'06" N, 103°22'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | County Road 25 over Prewitt Outlet Canal |
Structure number: | WTN60-S.70-A |
Location: | 0.2 Mi. E. of US Hwy. 36 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 36.7 ft. [11.2 m] |
Total length: | 42.0 ft. [12.8 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1993 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 26 [as of 2012] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Very Good | 26 | 94.3 |
December 2015 | Good | Good | Good | Very Good | 26 | 94.3 |
December 2013 | Good | Good | Good | Very Good | 26 | 95.3 |
January 2012 | Good | Good | Good | Very Good | 26 | 95.3 |
January 2010 | Good | Good | Good | Very Good | 46 | 95.3 |
December 2007 | Good | Good | Good | Good | 46 | 95.3 |
November 2005 | Good | Good | Good | Good | 55 | 95.3 |
November 2003 | Good | Very Good | Very Good | Good | 55 | 94.1 |
March 2001 | Good | Very Good | Very Good | Good | 55 | 93.9 |
April 1999 | Good | Good | Good | Good | 55 | 92.9 |
May 1997 | Good | Good | Good | Very Good | 55 | 92.9 |
December 1995 | Good | Very Good | Good | Very Good | 463 | 91.3 |
September 1993 | Good | Very Good | Very Good | Very Good | 463 | 96.4 |
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. | 253 | 240 | 13 | 0 | 0 |
Steel Protective Coating | sq. ft. | 253 | 235 | 0 | 0 | 18 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 57 | 57 | 0 | 0 | 0 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 1,191 | 1,167 | 12 | 12 | 0 |
Wearing Surfaces | sq. ft. | 1,191 | 1,191 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,191 | 1,179 | 0 | 0 | 12 |
Joints |
Open Joint | linear ft. | 57 | 57 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 12 | 12 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 84 | 84 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 84 | 84 | 0 | 0 | 0 |