WYO 272 over Lance Creek
Map
Coordinates:
+43.08137, -104.6287843°04'53" N, 104°37'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WYO 272 over Lance Creek |
Structure number: | BTK |
Location: | Jct Wyo 270 - North |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 46.9 ft. [14.3 m] |
Total length: | 120.1 ft. [36.6 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: | 1969 |
Historic significance: | Historical significance is not determinable at this time [4] |
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: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 24 [as of 2016] |
Truck traffic: | 14% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 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 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: | 90.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Fair | Satisfactory | Good | 24 | 90.8 |
April 2015 | Fair | Good | Satisfactory | Good | 44 | 91.6 |
March 2013 | Fair | Good | Satisfactory | Good | 40 | 91.7 |
February 2011 | Fair | Good | Satisfactory | Good | 40 | 91.5 |
January 2009 | Fair | Good | Satisfactory | Good | 50 | 91.4 |
January 2007 | Fair | Good | Satisfactory | Good | 40 | 91.5 |
January 2005 | Fair | Good | Satisfactory | Good | 40 | 91.5 |
February 2004 | Fair | Good | Satisfactory | Good | 60 | 92.3 |
March 2002 | Fair | Good | Satisfactory | Satisfactory | 60 | 88.5 |
March 2000 | Fair | Good | Fair | Satisfactory | 60 | 77.4 |
February 1998 | Fair | Good | Fair | Satisfactory | 60 | 78.4 |
January 1996 | Fair | Satisfactory | Excellent | Satisfactory | 60 | 89.4 |
January 1994 | Good | Very Good | Very Good | Very Good | 70 | 90.4 |
February 1992 | Good | Very Good | Very Good | Very Good | 60 | 90.4 |
March 1990 | Good | Very Good | Very Good | Good | 60 | 90.4 |