RIVERSIDE DRIVE over BIG MUNUSCONG R
Map
Coordinates:
+46.21617, -84.2902246°12'58" N, 84°17'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RIVERSIDE DRIVE over BIG MUNUSCONG R |
Structure number: | 000000000001630 |
Old structure number: | 17200042000B020 (from 1992 edition) |
Location: | 18 MI S OF SAULT STE MARI |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 78.7 ft. [24.0 m] |
Total length: | 160.8 ft. [49.0 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 110 [as of 1986] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 98.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $15,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Good | Very Good | Satisfactory | 110 | 98.8 |
June 2015 | Fair | Good | Very Good | Satisfactory | 110 | 98.8 |
June 2013 | Fair | Good | Very Good | Satisfactory | 110 | 98.8 |
June 2011 | Fair | Very Good | Very Good | Satisfactory | 110 | 99.8 |
June 2009 | Good | Very Good | Very Good | Good | 110 | 99.8 |
May 2007 | Good | Very Good | Very Good | Good | 110 | 99.8 |
June 2005 | Good | Very Good | Very Good | Good | 110 | 99.8 |
June 2003 | Good | Very Good | Very Good | Good | 110 | 99.8 |
June 2001 | Good | Very Good | Very Good | Good | 110 | 99.8 |
June 1999 | Good | Very Good | Very Good | Good | 110 | 99.8 |
June 1997 | Good | Very Good | Very Good | Very Good | 110 | 99.8 |
June 1995 | Good | Very Good | Very Good | Very Good | 110 | 99.8 |
June 1993 | Good | Very Good | Very Good | Very Good | 110 | 99.8 |
June 1991 | Good | Very Good | Very Good | Very Good | 110 | 99.8 |