MONROE AVE over I-375
Map
Coordinates:
+42.33671, -83.0384042°20'12" N, 83°02'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MONROE AVE over I-375 |
Structure number: | 000000000011390 |
Old structure number: | 82182111000S010 (from 1992 edition) |
Location: | IN DETROIT |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 63.0 ft. [19.2 m] |
Total length: | 181.8 ft. [55.4 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 46.3 ft. [14.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 4° |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Year reconstructed: | 1996 |
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: | Prestressed concrete [5] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,000 [as of 1996] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | 75.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Good | Good | 7000 | 75.0 |
June 2016 | Fair | Satisfactory | Good | Good | 7000 | 75.0 |
June 2014 | Fair | Satisfactory | Good | Good | 7000 | 75.0 |
June 2012 | Fair | Satisfactory | Good | Good | 7000 | 75.0 |
June 2010 | Good | Good | Good | Good | 7000 | 75.7 |
June 2008 | Good | Good | Good | Good | 7000 | 75.7 |
June 2006 | Good | Good | Good | Good | 7000 | 75.7 |
June 2004 | Good | Good | Good | Good | 7000 | 75.7 |
June 2002 | Good | Good | Good | Good | 7000 | 75.7 |
June 2000 | Good | Good | Very Good | Very Good | 7000 | 75.7 |
July 1998 | Good | Very Good | Very Good | Very Good | 7000 | 75.7 |
May 1997 | Poor | Serious | Serious | Serious | 7000 | 27.1 |
June 1996 | Poor | Serious | Serious | Serious | 7000 | 27.1 |
October 1995 | Poor | Serious | Serious | Serious | 1980 | 42.4 |
May 1994 | Poor | Poor | Poor | Serious | 1980 | 43.4 |
December 1993 | Poor | Poor | Poor | Serious | 1980 | 43.4 |
November 1992 | Poor | Poor | Poor | Serious | 1980 | 43.4 |
March 1991 | Poor | Poor | Poor | Poor | 1980 | 57.7 |