PRYOR MTN RD over BRIDGER CREEK 043
Map
Coordinates:
+45.25771, -108.9066545°15'28" N, 108°54'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PRYOR MTN RD over BRIDGER CREEK 043 |
Structure number: | L05303000+02001 |
Location: | 3M S BRIDGER |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 20.3 ft. [6.2 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1922 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, posting recommended but not legally implemented [B] |
Average daily traffic: | 100 [as of 2002] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 53.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Poor | Satisfactory | Satisfactory | Poor | 100 | 53.9 |
May 2016 | Fair | Satisfactory | Satisfactory | Fair | 100 | 71.0 |
May 2015 | Fair | Satisfactory | Satisfactory | Fair | 100 | 72.0 |
May 2014 | Fair | Good | Satisfactory | Fair | 100 | 72.0 |
May 2013 | Fair | Good | Satisfactory | Fair | 100 | 72.0 |
May 2012 | Fair | Good | Good | Fair | 100 | 72.0 |
May 2010 | Fair | Good | Good | Fair | 100 | 71.0 |
December 2009 | Fair | Good | Satisfactory | Fair | 100 | 71.0 |
January 2008 | Fair | Satisfactory | Satisfactory | Fair | 100 | 71.0 |
April 2006 | Fair | Satisfactory | Satisfactory | Fair | 100 | 71.0 |
June 2004 | Fair | Fair | Good | Fair | 100 | 70.0 |
April 2002 | Fair | Fair | Good | Fair | 100 | 70.0 |
May 2000 | Fair | Fair | Good | Fair | 100 | 70.0 |
May 1998 | Fair | Satisfactory | Good | Fair | 100 | 71.0 |
January 1996 | Fair | Good | Very Good | Satisfactory | 96 | 78.8 |
January 1994 | Good | Very Good | Very Good | Good | 96 | 79.5 |
January 1992 | Good | Very Good | Very Good | Good | 96 | 79.5 |
January 1990 | Good | Very Good | Very Good | Good | 96 | 79.5 |