DICKINSON RD over BEAVER CREEK
Map
Coordinates:
+43.68323, -86.0192343°40'60" N, 86°01'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DICKINSON RD over BEAVER CREEK |
Structure number: | 000000000007755 |
Old structure number: | 62303H00019B010 (from 1992 edition) |
Location: | 1 MI S OF VOLNEY |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 41.0 ft. [12.5 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 18.7 ft. [5.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1925 |
Year reconstructed: | 1983 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 76.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Fair | 100 | 76.0 |
June 2016 | Fair | Satisfactory | Satisfactory | Fair | 100 | 76.0 |
June 2014 | Fair | Satisfactory | Satisfactory | Fair | 100 | 83.1 |
June 2012 | Fair | Satisfactory | Satisfactory | Fair | 100 | 83.1 |
June 2010 | Fair | Satisfactory | Satisfactory | Fair | 100 | 83.1 |
May 2008 | Fair | Satisfactory | Satisfactory | Fair | 100 | 83.1 |
May 2006 | Fair | Satisfactory | Satisfactory | Fair | 100 | 84.1 |
May 2004 | Fair | Satisfactory | Satisfactory | Fair | 100 | 84.1 |
May 2002 | Fair | Satisfactory | Satisfactory | Fair | 100 | 84.1 |
April 2000 | Good | Good | Good | Good | 100 | 92.1 |
November 1998 | Good | Good | Good | Good | 50 | 92.1 |
October 1996 | Good | Good | Good | Good | 50 | 92.1 |
October 1994 | Fair | Good | Good | Fair | 50 | 82.0 |
July 1992 | Fair | Good | Good | Fair | 50 | 82.0 |
February 1990 | Fair | Good | Good | Fair | 50 | 82.0 |