SCHMUHL ROAD over I-196
Map
Coordinates:
+42.16412, -86.3718742°09'51" N, 86°22'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SCHMUHL ROAD over I-196 |
Structure number: | 000000000000926 |
Old structure number: | 11111111000S030 (from 1992 edition) |
Location: | 1.5 MI N OF I-94 |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 70.9 ft. [21.6 m] |
Total length: | 212.9 ft. [64.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
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: | Prestressed concrete [5] |
Main spans 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 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,632 [as of 1996] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 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] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 77.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Good | Satisfactory | Satisfactory | 1632 | 77.4 |
June 2016 | Fair | Good | Good | Satisfactory | 1632 | 77.4 |
June 2014 | Fair | Good | Good | Satisfactory | 1632 | 77.4 |
June 2012 | Fair | Good | Good | Satisfactory | 1632 | 77.4 |
June 2010 | Good | Good | Good | Good | 1632 | 77.4 |
June 2008 | Good | Good | Good | Good | 1632 | 77.4 |
August 2007 | Good | Good | Good | Good | 1632 | 75.4 |
June 2006 | Fair | Good | Good | Satisfactory | 1632 | 75.4 |
June 2004 | Fair | Good | Good | Satisfactory | 1632 | 75.4 |
June 2002 | Fair | Very Good | Very Good | Satisfactory | 1632 | 75.4 |
June 2000 | Fair | Very Good | Very Good | Satisfactory | 1632 | 75.4 |
June 1998 | Fair | Very Good | Very Good | Satisfactory | 1632 | 75.4 |
June 1996 | Fair | Good | Very Good | Satisfactory | 1632 | 75.4 |
July 1994 | Fair | Good | Very Good | Satisfactory | 690 | 75.7 |
April 1992 | Good | Very Good | Very Good | Good | 690 | 75.7 |
April 1990 | Good | Very Good | Very Good | Good | 690 | 75.7 |