EB FULLERTON AVE over M-39
Map
Coordinates:
+42.37970, -83.2169042°22'47" N, 83°13'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EB FULLERTON AVE over M-39 |
Structure number: | 000000000011694 |
Old structure number: | 82182192000S160 (from 1992 edition) |
Location: | IN DETROIT |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 52.8 ft. [16.1 m] |
Total length: | 166.7 ft. [50.8 m] |
Roadway width between curbs: | 46.3 ft. [14.1 m] |
Deck width edge-to-edge: | 54.8 ft. [16.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 3° |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Year reconstructed: | 2010 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
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: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,500 [as of 2008] |
Truck traffic: | 3% of total traffic |
Deck condition: | Very Good [8 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: | Superior to present desirable criteria [9] |
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: | 93.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Very Good | Good | Good | 1500 | 93.8 |
February 2016 | Good | Excellent | Good | Good | 1500 | 93.8 |
February 2014 | Good | Excellent | Good | Good | 1500 | 92.8 |
February 2012 | Good | Excellent | Good | Good | 6730 | 94.0 |
May 2010 | Poor | Poor | Satisfactory | Poor | 6730 | 62.4 |
June 2008 | Poor | Poor | Satisfactory | Poor | 6730 | 44.5 |
June 2006 | Poor | Poor | Satisfactory | Poor | 6730 | 44.5 |
June 2004 | Poor | Poor | Satisfactory | Poor | 6730 | 44.5 |
June 2002 | Poor | Poor | Satisfactory | Poor | 6730 | 44.5 |
June 2000 | Poor | Poor | Good | Fair | 6730 | 60.3 |
July 1998 | Fair | Fair | Good | Fair | 6730 | 62.4 |
July 1996 | Fair | Satisfactory | Good | Satisfactory | 6730 | 74.7 |
August 1994 | Fair | Satisfactory | Good | Satisfactory | 6730 | 74.6 |
August 1992 | Fair | Fair | Good | Satisfactory | 6730 | 73.6 |
July 1990 | Good | Good | Very Good | Good | 6730 | 74.6 |