MEADE ST over I-75
Map
Coordinates:
+42.40624, -83.0752342°24'22" N, 83°04'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MEADE ST over I-75 |
Structure number: | 000000000011863 |
Old structure number: | 82182252000S270 (from 1992 edition) |
Location: | IN DETROIT |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 91.9 ft. [28.0 m] |
Total length: | 182.8 ft. [55.7 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 48.2 ft. [14.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
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 continuous [4] |
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: April 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,700 [as of 1988] |
Truck traffic: | 3% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 69.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Poor | Poor | Good | Satisfactory | 6700 | 69.6 |
May 2017 | Poor | Poor | Good | Satisfactory | 6700 | 69.6 |
May 2016 | Poor | Poor | Good | Satisfactory | 6700 | 69.6 |
May 2014 | Fair | Fair | Good | Satisfactory | 6700 | 71.7 |
May 2012 | Fair | Fair | Good | Satisfactory | 6700 | 71.7 |
July 2010 | Fair | Fair | Good | Satisfactory | 6700 | 71.7 |
June 2008 | Fair | Fair | Good | Satisfactory | 6700 | 71.7 |
June 2006 | Fair | Satisfactory | Good | Satisfactory | 6700 | 74.8 |
June 2004 | Fair | Satisfactory | Good | Satisfactory | 6700 | 74.8 |
June 2002 | Fair | Satisfactory | Good | Satisfactory | 6700 | 74.8 |
June 2000 | Fair | Fair | Good | Satisfactory | 6700 | 73.7 |
September 1998 | Fair | Satisfactory | Very Good | Satisfactory | 6700 | 74.7 |
October 1996 | Fair | Satisfactory | Good | Satisfactory | 6700 | 77.7 |
October 1994 | Good | Good | Good | Good | 6050 | 77.8 |
August 1992 | Good | Good | Good | Good | 6050 | 77.8 |
July 1990 | Good | Good | Very Good | Good | 6050 | 77.8 |