WYO 450 over Mush Creek
Map
Coordinates:
+43.78963, -104.4219543°47'23" N, 104°25'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WYO 450 over Mush Creek |
Structure number: | FLW |
Location: | Newcastle-Clareton Road |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 38.7 ft. [11.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1989 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
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] |
Wearing surface: | Bituminous [6] |
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: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 87.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Good | Satisfactory | 772 | 87.1 |
February 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 732 | 87.4 |
February 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 727 | 87.4 |
February 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 1162 | 86.3 |
January 2011 | Fair | Good | Satisfactory | Satisfactory | 993 | 87.6 |
February 2009 | Fair | Good | Satisfactory | Satisfactory | 1010 | 87.5 |
February 2007 | Fair | Good | Satisfactory | Satisfactory | 510 | 91.2 |
February 2005 | Fair | Good | Satisfactory | Satisfactory | 880 | 88.4 |
March 2003 | Fair | Good | Satisfactory | Satisfactory | 830 | 88.8 |
February 2001 | Fair | Good | Excellent | Satisfactory | 850 | 88.7 |
February 1999 | Fair | Good | Very Good | Satisfactory | 770 | 89.3 |
February 1997 | Good | Good | Excellent | Good | 760 | 89.3 |
March 1995 | Fair | Satisfactory | Excellent | Good | 750 | 89.4 |
March 1993 | Good | Good | Very Good | Good | 740 | 89.5 |
February 1991 | Good | Good | Very Good | Good | 700 | 89.8 |