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NO DATA ENTERED over MAPLE CANYON
Map
Coordinates:
+39.55524, -111.68332
39°33'19" N, 111°40'60" W
+39.55524, -111.68332
39°33'19" N, 111°40'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NO DATA ENTERED over MAPLE CANYON |
| Structure number: | 041001000001016 |
| Location: | MAPLE CANYON |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 21.0 ft. [6.4 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Roadway width between curbs: | 14.1 ft. [4.3 m] |
| Deck width edge-to-edge: | 15.4 ft. [4.7 m] |
| Skew angle: | 30° |
| Owner: | U.S. Forest Service [64] |
| Year built: | 1986 |
| Year reconstructed: | 2006 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Wood or timber [7] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Other [9] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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: | Superior to present desirable criteria [9] |
| 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: | 80.6 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2017 | Good | Good | Good | Good | 50 | 80.6 |
| August 2015 | Good | Good | Good | Good | 50 | 81.6 |
| September 2013 | Good | Good | Good | Good | 50 | 83.0 |
| August 2011 | Good | Good | Good | Good | 50 | 78.9 |
| July 2009 | Good | Good | Good | Good | 50 | 78.9 |
| August 2007 | Fair | Good | Satisfactory | Good | 50 | 79.9 |
| September 2005 | Good | Good | Good | Good | 50 | 78.9 |
| July 2003 | Good | Very Good | Good | Good | 50 | 79.9 |
| June 1999 | Good | Very Good | Very Good | Very Good | 50 | 80.9 |
| October 1997 | Good | Very Good | Very Good | Very Good | 50 | 79.9 |
| June 1995 | Good | Very Good | Very Good | Very Good | 50 | 77.9 |
| July 1992 | Good | Excellent | Excellent | Excellent | - | 85.0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569511
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569511