EB E GRAND BLVD over I-94
Map
Coordinates:
+42.37602, -83.0416742°22'34" N, 83°02'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EB E GRAND BLVD over I-94 |
Structure number: | 000000000011216 |
Old structure number: | 82182024000S094 (from 1992 edition) |
Location: | IN DETROIT |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 91.9 ft. [28.0 m] |
Total length: | 186.0 ft. [56.7 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 57.1 ft. [17.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1983 |
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: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,580 [as of 1988] |
Truck traffic: | 3% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 65.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Poor | Poor | Satisfactory | Fair | 3580 | 65.0 |
August 2017 | Poor | Poor | Satisfactory | Satisfactory | 3580 | 76.0 |
August 2016 | Poor | Poor | Satisfactory | Satisfactory | 3580 | 76.0 |
August 2015 | Fair | Fair | Satisfactory | Good | 3580 | 78.0 |
August 2014 | Fair | Fair | Satisfactory | Good | 3580 | 78.0 |
August 2013 | Fair | Fair | Satisfactory | Good | 3580 | 78.0 |
August 2012 | Fair | Fair | Satisfactory | Good | 3580 | 78.0 |
August 2011 | Fair | Fair | Satisfactory | Good | 3580 | 78.0 |
April 2009 | Fair | Satisfactory | Satisfactory | Good | 3580 | 77.0 |
June 2007 | Fair | Satisfactory | Satisfactory | Good | 3580 | 77.0 |
June 2005 | Fair | Satisfactory | Satisfactory | Good | 3580 | 77.0 |
June 2002 | Fair | Satisfactory | Good | Good | 3580 | 77.0 |
June 2000 | Fair | Satisfactory | Good | Good | 3580 | 77.0 |
July 1998 | Fair | Satisfactory | Very Good | Good | 3580 | 82.0 |
May 1996 | Fair | Satisfactory | Very Good | Good | 3580 | 79.0 |
July 1992 | Fair | Satisfactory | Very Good | Good | - | 89.0 |
June 1992 | Good | Good | Very Good | Good | - | 89.0 |
May 1990 | Fair | Satisfactory | Very Good | Good | - | 89.0 |