CASS AVE over I-94
Map
Coordinates:
+42.36271, -83.0704942°21'46" N, 83°04'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CASS AVE over I-94 |
Structure number: | 000000000011209 |
Old structure number: | 82182024000S020 (from 1992 edition) |
Location: | IN DETROIT |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 59.7 ft. [18.2 m] |
Total length: | 190.3 ft. [58.0 m] |
Roadway width between curbs: | 49.9 ft. [15.2 m] |
Deck width edge-to-edge: | 81.7 ft. [24.9 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 16° |
Owner: | State Highway Agency [01] |
Year built: | 1955 |
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: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 14,980 [as of 1995] |
Truck traffic: | 3% of total traffic |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 42.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Poor | Serious | Satisfactory | Poor | 14980 | 42.6 |
November 2017 | Poor | Serious | Satisfactory | Poor | 14980 | 42.6 |
November 2016 | Poor | Serious | Satisfactory | Poor | 14980 | 42.6 |
November 2015 | Poor | Serious | Satisfactory | Poor | 14980 | 42.6 |
November 2014 | Poor | Serious | Satisfactory | Poor | 14980 | 42.6 |
December 2013 | Poor | Serious | Satisfactory | Poor | 14980 | 42.6 |
January 2013 | Poor | Serious | Satisfactory | Poor | 14980 | 42.6 |
January 2012 | Poor | Serious | Satisfactory | Poor | 14980 | 42.6 |
February 2011 | Poor | Serious | Satisfactory | Poor | 14980 | 42.6 |
February 2010 | Poor | Serious | Good | Satisfactory | 14980 | 72.0 |
February 2009 | Poor | Serious | Good | Satisfactory | 14980 | 72.0 |
November 2007 | Poor | Serious | Good | Satisfactory | 14980 | 72.0 |
August 2006 | Poor | Serious | Poor | Poor | 14980 | 42.6 |
May 2005 | Poor | Serious | Poor | Poor | 14980 | 42.6 |
November 2003 | Poor | Serious | Poor | Poor | 14980 | 42.6 |
October 2002 | Poor | Serious | Poor | Poor | 14980 | 42.6 |
July 2001 | Poor | Serious | Poor | Poor | 14980 | 42.6 |
April 2000 | Poor | Serious | Poor | Poor | 14980 | 42.6 |
July 1998 | Poor | Serious | Fair | Fair | 14980 | 60.3 |
May 1996 | Fair | Fair | Fair | Satisfactory | 14980 | 64.6 |
July 1994 | Fair | Fair | Fair | Satisfactory | 14980 | 66.5 |
June 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 14980 | 79.1 |
May 1990 | Fair | Satisfactory | Good | Satisfactory | 14980 | 79.1 |