E GRAND BOULEVARD over GTW RR & RIVARD ST
Map
Coordinates:
+42.37694, -83.0552242°22'37" N, 83°03'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E GRAND BOULEVARD over GTW RR & RIVARD ST |
Structure number: | 000000000012391 |
Old structure number: | 824180800502R01 (from 1992 edition) |
Location: | W OF ST AUBIN |
Purpose: | Carries highway and pedestrian walkway over highway and railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 98.1 ft. [29.9 m] |
Total length: | 487.9 ft. [148.7 m] |
Roadway width between curbs: | 72.2 ft. [22.0 m] |
Deck width edge-to-edge: | 88.9 ft. [27.1 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1973 |
Year reconstructed: | 2008 |
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: | 6 |
Main spans material: | Steel continuous [4] |
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: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,729 [as of 2005] |
Truck traffic: | 5% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 91.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Very Good | Satisfactory | Satisfactory | 3729 | 91.0 |
December 2015 | Fair | Very Good | Satisfactory | Satisfactory | 3729 | 89.7 |
December 2013 | Fair | Excellent | Satisfactory | Satisfactory | 3729 | 89.7 |
December 2011 | Fair | Excellent | Satisfactory | Fair | 3729 | 78.7 |
June 2009 | Fair | Excellent | Satisfactory | Fair | 3729 | 78.7 |
June 2008 | Poor | Critical | Serious | Poor | 3729 | 40.7 |
June 2007 | Poor | Critical | Serious | Fair | 3729 | 40.7 |
May 2006 | Poor | Critical | Serious | Fair | 3729 | 40.7 |
June 2005 | Poor | Critical | Fair | Satisfactory | 3729 | 73.7 |
June 2003 | Poor | Critical | Fair | Satisfactory | 11194 | 73.7 |
June 2001 | Poor | Critical | Fair | Good | 11194 | 75.0 |
July 1997 | Poor | Critical | Fair | Good | 10196 | 80.0 |
August 1995 | Fair | Satisfactory | Very Good | Good | 9850 | 83.2 |
September 1993 | Good | Good | Very Good | Very Good | 35000 | 83.2 |
October 1991 | Good | Good | Very Good | Very Good | 35000 | 83.2 |
October 1989 | Good | Good | Very Good | Very Good | 35000 | 83.2 |