RIVERSIDE DRIVE over CHARLOTTE RIVER
Map
Coordinates:
+46.35566, -84.2803446°21'20" N, 84°16'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RIVERSIDE DRIVE over CHARLOTTE RIVER |
Structure number: | 000000000001626 |
Old structure number: | 17200036000B010 (from 1992 edition) |
Location: | 9 MI SE OF SAULT STE MARI |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 91.9 ft. [28.0 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 165 [as of 1986] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 81.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Fair | Satisfactory | 165 | 81.9 |
June 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 165 | 70.2 |
June 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 165 | 70.2 |
June 2011 | Fair | Satisfactory | Satisfactory | Good | 165 | 70.2 |
June 2009 | Fair | Satisfactory | Satisfactory | Very Good | 165 | 70.2 |
May 2007 | Fair | Satisfactory | Satisfactory | Very Good | 165 | 70.2 |
June 2005 | Fair | Satisfactory | Satisfactory | Very Good | 165 | 70.2 |
June 2003 | Fair | Satisfactory | Satisfactory | Very Good | 165 | 70.2 |
June 2001 | Fair | Satisfactory | Satisfactory | Very Good | 165 | 69.4 |
June 1999 | Fair | Satisfactory | Satisfactory | Very Good | 165 | 69.4 |
June 1997 | Good | Good | Good | Very Good | 165 | 69.4 |
June 1995 | Good | Very Good | Very Good | Very Good | 165 | 82.5 |
June 1993 | Good | Very Good | Very Good | Very Good | 165 | 82.5 |
June 1991 | Good | Good | Good | Very Good | 165 | 82.5 |