DICKINSON AVE over S BR PERE MARQUETTE RIV
Map
Coordinates:
+43.78457, -86.0187343°47'04" N, 86°01'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DICKINSON AVE over S BR PERE MARQUETTE RIV |
Structure number: | 000000000007746 |
Old structure number: | 62200053000B100 (from 1992 edition) |
Location: | 3 MI N OF TROY |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 33.8 ft. [10.3 m] |
Total length: | 100.7 ft. [30.7 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 200 [as of 2000] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 78.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Fair | 200 | 78.9 |
June 2016 | Fair | Satisfactory | Satisfactory | Fair | 200 | 78.9 |
June 2014 | Fair | Satisfactory | Satisfactory | Fair | 200 | 84.7 |
June 2012 | Fair | Satisfactory | Satisfactory | Fair | 200 | 84.7 |
June 2010 | Fair | Satisfactory | Satisfactory | Fair | 200 | 84.7 |
May 2008 | Fair | Fair | Fair | Fair | 200 | 83.7 |
May 2006 | Fair | Fair | Fair | Satisfactory | 200 | 83.7 |
May 2004 | Poor | Poor | Poor | Satisfactory | 200 | 65.6 |
May 2002 | Fair | Fair | Fair | Satisfactory | 200 | 83.7 |
April 2000 | Good | Good | Good | Very Good | 200 | 95.7 |
December 1998 | Good | Good | Good | Very Good | 40 | 96.9 |
October 1996 | Good | Good | - | Very Good | 40 | 96.9 |
October 1994 | Fair | Good | Good | Satisfactory | 40 | 96.9 |
July 1992 | Fair | Good | Good | Satisfactory | 40 | 96.9 |
February 1990 | Fair | Good | Good | Satisfactory | 40 | 96.9 |