SCOTT ROAD over LWR S BR THUNDER BAY RIV
Map
Coordinates:
+44.87362, -83.5925344°52'25" N, 83°35'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SCOTT ROAD over LWR S BR THUNDER BAY RIV |
Structure number: | 000000000000354 |
Old structure number: | 04305C00002B010 (from 1992 edition) |
Location: | 8 MI WEST OF US-23 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 89.6 ft. [27.3 m] |
Total length: | 90.9 ft. [27.7 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 300 [as of 2010] |
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: | Better than present minimum criteria [7] |
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: | 99.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Good | Good | 300 | 99.9 |
August 2016 | Good | Good | Good | Good | 300 | 99.9 |
August 2014 | Good | Good | Good | Very Good | 300 | 99.9 |
August 2012 | Good | Very Good | Very Good | Very Good | 300 | 99.9 |
August 2010 | Good | Very Good | Very Good | Very Good | 300 | 99.9 |
July 2008 | Good | Very Good | Very Good | Very Good | 300 | 99.9 |
August 2006 | Good | Very Good | Very Good | Very Good | 300 | 99.9 |
May 2004 | Good | Very Good | Very Good | Very Good | 300 | 99.9 |
September 2002 | Good | Excellent | Excellent | Excellent | 300 | 99.9 |
September 1998 | Poor | Fair | Poor | Fair | 300 | 22.1 |
May 1997 | Poor | Poor | - | Fair | 300 | 19.8 |
June 1995 | Poor | Fair | Poor | Fair | 250 | 22.2 |
June 1993 | Poor | Fair | Poor | Fair | 250 | 22.2 |
September 1991 | Poor | Fair | Poor | Fair | 250 | 22.2 |