BEAVER LAKE ROAD over LWR S BR THUNDER BAY RIV
Map
Coordinates:
+44.93185, -83.5745744°55'55" N, 83°34'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BEAVER LAKE ROAD over LWR S BR THUNDER BAY RIV |
Structure number: | 000000000000340 |
Old structure number: | 04200002000B020 (from 1992 edition) |
Location: | BETW SEC 3&10 T29N R7E |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 131.9 ft. [40.2 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 2001 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans 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: | 250 [as of 2010] |
Truck traffic: | 5% of total traffic |
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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Good | Good | 250 | 100.0 |
August 2016 | Good | Good | Good | Good | 250 | 100.0 |
August 2014 | Good | Very Good | Very Good | Very Good | 250 | 100.0 |
August 2012 | Good | Very Good | Very Good | Very Good | 250 | 100.0 |
August 2010 | Good | Very Good | Very Good | Very Good | 250 | 100.0 |
July 2008 | Good | Very Good | Very Good | Very Good | 250 | 100.0 |
August 2006 | Good | Very Good | Very Good | Very Good | 250 | 100.0 |
May 2004 | Good | Very Good | Very Good | Very Good | 250 | 100.0 |
September 2002 | Good | Excellent | Excellent | Very Good | 250 | 100.0 |
February 2001 | - | - | - | - | 250 | 100.0 |
September 1998 | - | - | - | - | 250 | 40.5 |
May 1997 | Fair | - | Fair | Fair | 250 | 86.9 |
June 1995 | Fair | - | - | - | 200 | 85.9 |
June 1993 | Fair | - | - | - | 200 | 97.0 |
September 1991 | Fair | - | - | - | 200 | 100.0 |