WYO 450 over Beaver Creek
Map
Coordinates:
+43.80293, -104.3696343°48'11" N, 104°22'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WYO 450 over Beaver Creek |
Structure number: | KPB |
Location: | Newcastle-Reno Jct Road |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 122.1 ft. [37.2 m] |
Roadway width between curbs: | 35.4 ft. [10.8 m] |
Deck width edge-to-edge: | 38.7 ft. [11.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1998 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 772 [as of 2017] |
Truck traffic: | 12% of total traffic |
Deck condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
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: | 98.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Good | Good | 772 | 98.3 |
February 2017 | Fair | Satisfactory | Satisfactory | Good | 732 | 98.4 |
February 2015 | Fair | Satisfactory | Satisfactory | Good | 727 | 98.4 |
February 2013 | Fair | Satisfactory | Satisfactory | Good | 1162 | 97.5 |
January 2011 | Fair | Satisfactory | Satisfactory | Good | 993 | 100.0 |
February 2009 | Fair | Satisfactory | Satisfactory | Good | 1010 | 100.0 |
February 2007 | Fair | Good | Satisfactory | Good | 510 | 100.0 |
February 2005 | Fair | Good | Satisfactory | Good | 880 | 100.0 |
March 2003 | Fair | Good | Satisfactory | Good | 830 | 100.0 |
February 2001 | Fair | Good | Satisfactory | Good | 850 | 100.0 |
December 1998 | Good | Good | Good | Good | 760 | 100.0 |