RAINY LAKE ROAD over RAINY RIVER
Map
Coordinates:
+45.26545, -84.0842245°15'56" N, 84°05'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RAINY LAKE ROAD over RAINY RIVER |
Structure number: | 000000000013171 |
Old structure number: | 71305B00009B010 (from 1992 edition) |
Location: | CASE TWP SEC 8 & 9 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.3 ft. [7.4 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 2003 |
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: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 500 [as of 2003] |
Truck traffic: | 3% of total traffic |
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] |
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 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: | 99.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Very Good | Very Good | Very Good | 500 | 99.0 |
September 2015 | Good | Very Good | Very Good | Very Good | 500 | 99.0 |
September 2013 | Good | Very Good | Very Good | Very Good | 500 | 99.0 |
September 2011 | Good | Very Good | Very Good | Very Good | 500 | 99.0 |
September 2009 | Good | Very Good | Very Good | Very Good | 500 | 99.0 |
July 2007 | Good | Very Good | Very Good | Very Good | 500 | 0.0 |
June 2005 | Good | Excellent | Excellent | Very Good | 500 | 99.0 |
January 2003 | - | - | - | - | 500 | 94.0 |