CR 67 over WINTER ROAD RIVER
Map
Coordinates:
+48.69324, -94.8212348°41'36" N, 94°49'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 67 over WINTER ROAD RIVER |
Structure number: | 39514 |
Location: | 1.5 MI N OF JCT CSAH 3 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 34.5 ft. [10.5 m] |
Total length: | 103.0 ft. [31.4 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1991 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 20 [as of 2002] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Very Good | Good | 20 | 100.0 |
November 2015 | Good | Excellent | Excellent | Excellent | 20 | 100.0 |
October 2013 | Good | Excellent | Excellent | Excellent | 20 | 100.0 |
October 2011 | Good | Excellent | Excellent | Excellent | 20 | 100.0 |
October 2009 | Good | Excellent | Excellent | Excellent | 20 | 98.0 |
October 2007 | Good | Excellent | Excellent | Excellent | 20 | 100.0 |
November 2006 | Good | Excellent | Excellent | Excellent | 20 | 100.0 |
December 2005 | Good | Excellent | Excellent | Excellent | 20 | 100.0 |
February 2004 | Good | Excellent | Excellent | Excellent | 20 | 100.0 |
December 2001 | Good | Excellent | Excellent | Excellent | 20 | 100.0 |
November 1999 | Good | Excellent | Excellent | Excellent | 20 | 99.0 |
October 1997 | Good | Excellent | Excellent | Excellent | 20 | 95.1 |
December 1995 | Good | Excellent | Excellent | Excellent | 20 | 98.0 |
December 1994 | Good | Excellent | Excellent | Excellent | 50 | 98.0 |
November 1993 | Good | Excellent | Excellent | Excellent | 50 | 98.0 |
November 1992 | Good | Excellent | Excellent | Excellent | 50 | 98.0 |
November 1991 | Good | Excellent | Excellent | Excellent | 50 | 98.0 |
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. | 413 | 411 | 0 | 2 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 94 | 92 | 2 | 0 | 0 |
Steel Pile | each | 12 | 12 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 264 | 212 | 26 | 26 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 66 | 66 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 32 | 32 | 0 | 0 | 0 |
Fixed Bearing | each | 16 | 16 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 207 | 171 | 36 | 0 | 0 |