3 1/2 MILE ROAD over WABASCON CREEK
Map
Coordinates:
+42.41083, -85.2312342°24'39" N, 85°13'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 3 1/2 MILE ROAD over WABASCON CREEK |
Structure number: | 000000000001348 |
Old structure number: | 13304H00029B010 (from 1992 edition) |
Location: | 6 MI N OF SPRINGFIELD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1973 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Wood or timber [7] |
Main span design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 1,248 [as of 1994] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 80.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1248 | 80.2 |
September 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1248 | 80.2 |
September 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1248 | 80.2 |
September 2012 | Fair | Satisfactory | Good | Good | 1248 | 81.2 |
September 2010 | Fair | Satisfactory | Good | Good | 1248 | 81.6 |
September 2008 | Good | Good | Good | Good | 1248 | 79.6 |
September 2006 | Good | Good | Good | Good | 1248 | 79.6 |
August 2004 | Good | Good | Good | Good | 1248 | 79.6 |
October 2002 | Good | Very Good | Very Good | Good | 1248 | 79.6 |
November 2000 | Good | Very Good | Very Good | Good | 1248 | 79.6 |
February 1999 | Fair | Satisfactory | Satisfactory | Very Good | 1248 | 84.6 |
March 1997 | Fair | Satisfactory | Satisfactory | Very Good | 1248 | 80.6 |
December 1994 | Good | Very Good | Very Good | Very Good | 1248 | 80.6 |
November 1992 | Good | Very Good | Very Good | Very Good | 1223 | 80.6 |
November 1990 | Good | Very Good | Very Good | Very Good | 1223 | 80.6 |