GODDARD AVENUE over M-8
Map
Coordinates:
+42.41077, -83.0728342°24'39" N, 83°04'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GODDARD AVENUE over M-8 |
Structure number: | 000000000011380 |
Old structure number: | 82182104000S080 (from 1992 edition) |
Location: | IN DETROIT |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 130.9 ft. [39.9 m] |
Total length: | 216.5 ft. [66.0 m] |
Roadway width between curbs: | 37.1 ft. [11.3 m] |
Deck width edge-to-edge: | 59.4 ft. [18.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 12° |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
Year reconstructed: | 2009 |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,500 [as of 1990] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 94.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Very Good | Good | Very Good | 2500 | 94.6 |
November 2015 | Good | Very Good | Good | Very Good | 2500 | 94.6 |
December 2013 | Good | Very Good | Good | Very Good | 2500 | 94.6 |
January 2012 | Good | Excellent | Very Good | Very Good | 2500 | 77.8 |
February 2010 | Poor | Poor | Fair | Satisfactory | 2500 | 63.6 |
September 2007 | Poor | Poor | Fair | Satisfactory | 2500 | 62.4 |
September 2005 | Poor | Poor | Fair | Satisfactory | 2500 | 62.4 |
August 2004 | Fair | Satisfactory | Fair | Satisfactory | 2500 | 65.4 |
August 2002 | Fair | Satisfactory | Fair | Good | 2500 | 65.4 |
August 2000 | Fair | Satisfactory | Satisfactory | Good | 2500 | 76.5 |
August 1998 | Fair | Satisfactory | Good | Good | 2500 | 76.5 |
October 1996 | Fair | Satisfactory | Good | Good | 2500 | 76.5 |
September 1994 | Fair | Fair | Good | Very Good | 530 | 82.6 |
August 1992 | Fair | Satisfactory | Very Good | Very Good | 530 | 83.6 |
August 1990 | Fair | Satisfactory | Very Good | Very Good | 530 | 83.6 |