GREENFIELD ROAD over CSX RR & FULLERTON RD
Map
Coordinates:
+42.37981, -83.1980442°22'47" N, 83°11'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GREENFIELD ROAD over CSX RR & FULLERTON RD |
Structure number: | 000000000012206 |
Old structure number: | 82200190000R010 (from 1992 edition) |
Location: | DETROIT N/I-96 |
Purpose: | Carries highway and pedestrian walkway over highway and railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 73.8 ft. [22.5 m] |
Total length: | 545.6 ft. [166.3 m] |
Roadway width between curbs: | 81.0 ft. [24.7 m] |
Deck width edge-to-edge: | 103.0 ft. [31.4 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1970 |
Year reconstructed: | 1993 |
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: | 8 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 42,086 [as of 2001] |
Truck traffic: | 5% of total traffic |
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 replacement [2] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 68.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Good | Good | 42086 | 68.3 |
June 2016 | Good | Good | Good | Good | 42086 | 66.3 |
June 2014 | Good | Good | Good | Good | 42086 | 66.3 |
June 2012 | Good | Good | Good | Good | 42086 | 66.3 |
June 2010 | Good | Good | Good | Very Good | 42086 | 66.3 |
April 2008 | Good | Good | Good | Very Good | 42086 | 66.3 |
April 2006 | Good | Good | Very Good | Very Good | 42086 | 66.3 |
April 2004 | Poor | Good | Satisfactory | Imminent Failure | 42086 | 7.0 |
May 2001 | Good | Good | Very Good | Very Good | 42086 | 66.3 |
September 1999 | Good | Good | Very Good | Very Good | 31458 | 69.5 |
May 1998 | Good | Good | Very Good | Very Good | 31458 | 69.5 |
December 1996 | Good | Good | Very Good | Very Good | 38856 | 67.3 |
July 1995 | Good | Good | Very Good | Very Good | 38856 | 67.7 |
May 1994 | Good | Good | Very Good | Very Good | 37369 | 68.2 |
April 1992 | Poor | Fair | Serious | Critical | 31369 | 6.0 |
July 1990 | Fair | Satisfactory | Satisfactory | Good | 26813 | 71.2 |