COUNTY ROAD B over WILD HORSE CREEK
Map
Coordinates:
+38.28314, -102.1032738°16'59" N, 102°06'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD B over WILD HORSE CREEK |
Structure number: | KWB-1.0-75A |
Location: | 3 MI E OF CR 74 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 36.7 ft. [11.2 m] |
Total length: | 40.0 ft. [12.2 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: | 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: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 23 [as of 2013] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 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: | 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: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Good | Good | Good | 23 | 98.0 |
January 2015 | Good | Good | Good | Good | 23 | 98.0 |
January 2013 | Good | Good | Good | Good | 28 | 98.0 |
January 2011 | Good | Good | Good | Good | 28 | 98.0 |
January 2009 | Good | Very Good | Good | Good | 21 | 100.0 |
December 2006 | Good | Very Good | Good | Good | 21 | 100.0 |
December 2004 | Good | Very Good | Good | Good | 21 | 100.0 |
February 2003 | Good | Very Good | Good | Good | 21 | 100.0 |
November 2001 | Good | Very Good | Very Good | Very Good | 24 | 100.0 |
February 2000 | Good | Very Good | Good | Good | 24 | 100.0 |
February 1999 | Good | Very Good | Very Good | Good | 24 | 100.0 |
February 1998 | Good | Very Good | Very Good | Good | 24 | 100.0 |
March 1996 | Good | Very Good | Very Good | Very Good | 14 | 100.0 |
March 1994 | Good | Very Good | Very Good | Very Good | 14 | 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. | 280 | 100 | 180 | 0 | 0 |
Steel Protective Coating | sq. ft. | 280 | 100 | 150 | 0 | 30 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,280 | 1,230 | 50 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 68 | 68 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 80 | 66 | 14 | 0 | 0 |
Steel Protective Coating | sq. ft. | 80 | 66 | 14 | 0 | 0 |