FS ROUTE NO. 3097 over COPPER CREEK
Map
Coordinates:
+47.65289, -116.3907547°39'10" N, 116°23'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FS ROUTE NO. 3097 over COPPER CREEK |
Structure number: | 010403000001029 |
Location: | COPPER CREEK |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 36.7 ft. [11.2 m] |
Roadway width between curbs: | 14.1 ft. [4.3 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Skew angle: | 15° |
Owner: | U.S. Forest Service [64] |
Year built: | 1980 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Wood or timber [7] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 40 [as of 2018] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 71.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Very Good | Good | 40 | 71.8 |
July 2016 | Good | Good | Very Good | Good | 50 | 73.2 |
August 2014 | Good | Very Good | Very Good | Good | 50 | 74.2 |
August 2012 | Good | Very Good | Very Good | Good | 50 | 74.1 |
June 2010 | Good | Very Good | Very Good | Good | 50 | 74.1 |
July 2008 | Good | Good | Very Good | Very Good | 50 | 74.1 |
May 2004 | Good | Very Good | Very Good | Very Good | 50 | 78.4 |
July 2003 | Good | Very Good | Very Good | Very Good | 50 | 77.4 |
July 2001 | Good | Very Good | Very Good | Very Good | 50 | 77.4 |
July 1999 | Good | Good | Very Good | Very Good | 50 | 77.4 |
October 1997 | Good | Good | Very Good | Very Good | 50 | 77.4 |
November 1995 | Good | Very Good | Very Good | Very Good | 50 | 77.9 |
November 1993 | Fair | Satisfactory | Good | Very Good | 50 | 78.9 |