2-LANE ROAD over WEST FORK ROCK CREEK
Map
Coordinates:
+45.15872, -109.3830645°09'31" N, 109°22'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 2-LANE ROAD over WEST FORK ROCK CREEK |
Structure number: | 010802000000182 |
Location: | 8 MILES WEST OF RED LODGE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 26.9 ft. [8.2 m] |
Total length: | 28.5 ft. [8.7 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Skew angle: | 15° |
Owner: | U.S. Forest Service [64] |
Year built: | 1965 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 18 / H 20 [4] |
Main span material: | Wood or timber [7] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 73.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Good | Satisfactory | 50 | 73.8 |
July 2015 | Fair | Satisfactory | Good | Satisfactory | 50 | 74.8 |
September 2013 | Good | Good | Very Good | Good | 50 | 92.8 |
August 2011 | Good | Good | Good | Good | 50 | 92.5 |
September 2009 | Fair | Satisfactory | Fair | Satisfactory | 50 | 78.5 |
August 2007 | Fair | Very Good | Very Good | Satisfactory | 50 | 92.5 |
October 2003 | Fair | Very Good | Very Good | Satisfactory | 50 | 97.0 |
June 2001 | Good | Very Good | Very Good | Very Good | 50 | 97.0 |
September 1999 | Good | Very Good | Very Good | Very Good | 50 | 97.0 |
September 1997 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |
August 1995 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |