CSAH 6 over WINTER ROAD RIVER
Map
Coordinates:
+48.71603, -94.7364248°42'58" N, 94°44'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CSAH 6 over WINTER ROAD RIVER |
Structure number: | 39517 |
Location: | 0.1 MI S OF JCT TH 11 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 74.2 ft. [22.6 m] |
Total length: | 75.5 ft. [23.0 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 39.4 ft. [12.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1996 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 210 [as of 2008] |
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: | Equal to present desirable criteria [8] |
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: | 93.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Very Good | Very Good | Very Good | 210 | 93.4 |
November 2015 | Good | Excellent | Excellent | Excellent | 210 | 93.4 |
October 2013 | Good | Excellent | Excellent | Excellent | 210 | 93.4 |
October 2011 | Good | Excellent | Excellent | Excellent | 210 | 93.4 |
October 2009 | Good | Excellent | Excellent | Excellent | 210 | 91.4 |
October 2007 | Good | Excellent | Excellent | Excellent | 245 | 93.2 |
November 2006 | Good | Excellent | Excellent | Excellent | 245 | 93.2 |
December 2005 | Good | Excellent | Excellent | Excellent | 245 | 93.2 |
February 2004 | Good | Excellent | Excellent | Excellent | 245 | 93.2 |
November 2002 | Good | Excellent | Excellent | Excellent | 125 | 94.1 |
December 2001 | Good | Excellent | Excellent | Excellent | 125 | 94.1 |
October 2000 | Good | Excellent | Excellent | Excellent | 125 | 93.1 |
October 1999 | Good | Excellent | Excellent | Excellent | 125 | 93.1 |
October 1997 | Good | Excellent | Excellent | Excellent | 229 | 90.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 299 | 299 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,971 | 2,971 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,723 | 2,723 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 119 | 119 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 8 | 8 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 154 | 154 | 0 | 0 | 0 |