WINN ROAD over SOUTH BR CHIPPEWA RIVER
Map
Coordinates:
+43.57241, -84.9073443°34'21" N, 84°54'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WINN ROAD over SOUTH BR CHIPPEWA RIVER |
Structure number: | 000000000004301 |
Old structure number: | 37200037000B290 (from 1992 edition) |
Location: | 0.7 M S NE COR SEC 28 T14 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 62.3 ft. [19.0 m] |
Total length: | 124.7 ft. [38.0 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Skew angle: | 20° |
Owner: | County Highway Agency [02] |
Year built: | 2002 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,620 [as of 2002] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 99.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Very Good | 2620 | 99.4 |
July 2016 | Good | Very Good | Very Good | Very Good | 2620 | 99.4 |
July 2014 | Good | Very Good | Very Good | Very Good | 2620 | 99.4 |
July 2012 | Good | Very Good | Very Good | Very Good | 2620 | 99.4 |
July 2010 | Good | Very Good | Very Good | Very Good | 2620 | 99.4 |
July 2008 | Good | Very Good | Very Good | Very Good | 2620 | 99.4 |
July 2006 | Good | Very Good | Very Good | Very Good | 2620 | 99.3 |
July 2004 | Good | Very Good | Very Good | Very Good | 2620 | 99.0 |
July 2002 | Good | Excellent | Excellent | Excellent | 2620 | 86.3 |
May 2000 | Poor | Serious | Critical | Poor | 2519 | 2.0 |
May 1998 | Poor | Poor | Serious | Fair | 1395 | 13.6 |
July 1996 | Poor | Poor | Serious | Fair | 1057 | 15.4 |
August 1994 | Poor | Poor | Serious | Satisfactory | 1057 | 15.4 |
May 1992 | Poor | Poor | Serious | Satisfactory | 1057 | 15.4 |
April 1990 | Poor | Fair | Serious | Satisfactory | 1057 | 18.8 |