CHESTNUT over DEQUINDRE CUT GREENWAY
Map
Coordinates:
+42.34472, -83.0341542°20'41" N, 83°02'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CHESTNUT over DEQUINDRE CUT GREENWAY |
Structure number: | 000000000012427 |
Old structure number: | 824180801105R01 (from 1992 edition) |
Location: | BETWN ORLEANS & ST AUBIN |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Local (Urban) [19] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 65.9 ft. [20.1 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 50.2 ft. [15.3 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 4° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1929 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | M 13.5 / H 15 [2] |
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: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 1,398 [as of 2008] |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 27.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Poor | Serious | Poor | Serious | 1398 | 27.0 |
July 2017 | Poor | Serious | Poor | Serious | 1398 | 27.0 |
July 2016 | Poor | Serious | Poor | Serious | 1398 | 27.0 |
May 2015 | Poor | Serious | Poor | Serious | 1398 | 27.0 |
May 2014 | Poor | Serious | Fair | Serious | 1398 | 27.0 |
April 2013 | Poor | Serious | Fair | Serious | 1398 | 45.7 |
December 2011 | Poor | Poor | Fair | Poor | 1398 | 59.9 |
June 2010 | Poor | Poor | Fair | Poor | 1398 | 57.9 |
August 2008 | Poor | Poor | Fair | Poor | 1398 | 61.9 |
August 2006 | Poor | Poor | Fair | Poor | 3283 | 49.0 |
August 2004 | Poor | Poor | Satisfactory | Satisfactory | 2925 | 76.6 |
July 2002 | Poor | Poor | Satisfactory | Satisfactory | 2925 | 76.6 |
September 2000 | Poor | Poor | Good | Satisfactory | 2925 | 76.6 |
May 1998 | Poor | Poor | Good | Satisfactory | 2925 | 76.6 |
July 1996 | Poor | Poor | Good | Good | 2925 | 76.0 |
June 1994 | Fair | Satisfactory | Good | Good | 2925 | 78.9 |
September 1992 | Fair | Satisfactory | Good | Good | 1469 | 92.1 |
September 1990 | Fair | Satisfactory | Good | Good | 1469 | 92.1 |