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RAINY LAKE ROAD over RAINY RIVER
Map
Coordinates:
+45.26545, -84.08422
45°15'56" N, 84°05'03" W
+45.26545, -84.08422
45°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 |
© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1255476
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1255476