22 1/2 MILE ROAD over I-94
Map
Coordinates:
+42.28300, -84.8626542°16'59" N, 84°51'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 22 1/2 MILE ROAD over I-94 |
Structure number: | 000000000001280 |
Old structure number: | 13113083000S060 (from 1992 edition) |
Location: | 7.2 MI E OF I-69 |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 70.9 ft. [21.6 m] |
Total length: | 227.4 ft. [69.3 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 2,800 [as of 2011] |
Truck traffic: | 11% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 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] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 77.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Good | 2800 | 77.5 |
August 2017 | Fair | Satisfactory | Satisfactory | Good | 2800 | 77.5 |
August 2016 | Fair | Satisfactory | Satisfactory | Good | 2800 | 77.5 |
August 2015 | Fair | Satisfactory | Satisfactory | Good | 2800 | 77.5 |
August 2014 | Fair | Satisfactory | Satisfactory | Good | 2800 | 77.5 |
August 2013 | Fair | Satisfactory | Satisfactory | Good | 2800 | 77.5 |
August 2012 | Fair | Satisfactory | Satisfactory | Good | 2800 | 77.5 |
November 2011 | Fair | Satisfactory | Satisfactory | Good | 2800 | 77.4 |
August 2009 | Fair | Fair | Satisfactory | Good | 1797 | 90.1 |
August 2007 | Fair | Satisfactory | Good | Good | 1797 | 91.1 |
August 2005 | Fair | Satisfactory | Good | Good | 1797 | 88.6 |
August 2003 | Fair | Fair | Good | Good | 1797 | 87.8 |
August 2001 | Fair | Fair | Good | Good | 1797 | 87.8 |
August 1999 | Fair | Fair | Good | Good | 1797 | 90.8 |
August 1997 | Fair | Fair | Good | Good | 1797 | 85.8 |
May 1995 | Fair | Fair | Good | Very Good | 980 | 86.8 |
April 1993 | Fair | Fair | Good | Very Good | 980 | 86.8 |
April 1991 | Fair | Satisfactory | Good | Very Good | 980 | 90.1 |