WYO 116 over Mason Creek
Map
Coordinates:
+44.16909, -104.4716844°10'09" N, 104°28'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WYO 116 over Mason Creek |
Structure number: | FPZ |
Location: | 17.13 Mi S. Of Sundance |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 37.1 ft. [11.3 m] |
Total length: | 98.1 ft. [29.9 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] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 360 [as of 2017] |
Truck traffic: | 17% 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: | Equal to present desirable criteria [8] |
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: | 87.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Good | Satisfactory | 360 | 87.2 |
January 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 342 | 87.3 |
February 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 386 | 86.9 |
January 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 383 | 87.0 |
February 2011 | Fair | Good | Satisfactory | Good | 388 | 86.9 |
February 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 360 | 87.2 |
February 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 410 | 86.8 |
February 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 430 | 86.6 |
March 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 400 | 86.8 |
January 2001 | Fair | Satisfactory | Good | Satisfactory | 400 | 86.8 |
February 1999 | Fair | Satisfactory | Excellent | Satisfactory | 350 | 87.2 |
February 1997 | Good | Good | Excellent | Good | 360 | 87.1 |
March 1995 | Fair | Satisfactory | Excellent | Good | 340 | 87.3 |
March 1993 | Good | Very Good | Very Good | Good | 330 | 87.4 |
September 1990 | Good | - | Very Good | Good | 350 | 85.2 |