WYO 116 over Iron Creek
Map
Coordinates:
+44.08855, -104.6305944°05'19" N, 104°37'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WYO 116 over Iron Creek |
Structure number: | FQC |
Location: | Upton-Clareton Road |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 79.1 ft. [24.1 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 34.8 ft. [10.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1990 |
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: | 538 [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 minimum criteria [6] |
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: | 99.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Good | Satisfactory | 538 | 99.1 |
February 2017 | Fair | Satisfactory | Good | Satisfactory | 510 | 99.1 |
February 2015 | Fair | Satisfactory | Good | Satisfactory | 415 | 99.3 |
January 2013 | Fair | Satisfactory | Good | Satisfactory | 442 | 99.2 |
February 2011 | Fair | Satisfactory | Good | Satisfactory | 447 | 91.7 |
February 2009 | Fair | Satisfactory | Good | Satisfactory | 250 | 93.1 |
February 2007 | Fair | Satisfactory | Good | Satisfactory | 350 | 92.4 |
February 2005 | Fair | Satisfactory | Good | Satisfactory | 160 | 93.8 |
March 2003 | Fair | Satisfactory | Good | Satisfactory | 210 | 93.4 |
February 2001 | Fair | Good | Good | Satisfactory | 120 | 94.1 |
February 1999 | Good | Good | Excellent | Good | 100 | 94.3 |
February 1997 | Good | Good | Excellent | Good | 130 | 94.0 |
March 1995 | Fair | Satisfactory | Excellent | Good | 130 | 94.0 |
March 1993 | Good | Good | Very Good | Very Good | 130 | 94.0 |
September 1991 | Good | Good | Very Good | Very Good | 120 | 94.1 |