LEWISTON GRADE RD over E BRANCH AU SABLE RIVER
Map
Coordinates:
+44.73576, -84.6417444°44'09" N, 84°38'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LEWISTON GRADE RD over E BRANCH AU SABLE RIVER |
Structure number: | 000000000002071 |
Old structure number: | 20301H00099B010 (from 1992 edition) |
Location: | 5 MI. NE GRAYLING |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 22.0 ft. [6.7 m] |
Roadway width between curbs: | 13.8 ft. [4.2 m] |
Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
Year reconstructed: | 2000 |
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: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Posted for load [P] |
Average daily traffic: | 15 [as of 1999] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural 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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 87.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Very Good | Very Good | Very Good | 15 | 87.5 |
November 2016 | Good | Very Good | Very Good | Very Good | 15 | 87.5 |
November 2014 | Good | Very Good | Very Good | Very Good | 15 | 87.5 |
November 2012 | Good | Very Good | Very Good | Very Good | 15 | 87.5 |
November 2010 | Good | Very Good | Very Good | Very Good | 15 | 87.5 |
November 2008 | Good | Very Good | Very Good | Very Good | 15 | 87.5 |
July 2006 | Good | Very Good | Very Good | Very Good | 15 | 87.5 |
January 2004 | Good | Very Good | Very Good | Very Good | 15 | 87.5 |
January 2000 | Poor | Poor | Good | Poor | 10 | 30.5 |
September 1997 | Poor | Poor | Good | Poor | 10 | 30.5 |
April 1995 | Poor | Satisfactory | Poor | Serious | 10 | 33.5 |
May 1993 | Poor | Satisfactory | Serious | Serious | 10 | 33.5 |
November 1989 | Poor | Satisfactory | Serious | Serious | 10 | 33.5 |