DICKERSON ROAD over HOPKINS CREEK
Map
Coordinates:
+44.43604, -85.2570444°26'10" N, 85°15'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DICKERSON ROAD over HOPKINS CREEK |
Structure number: | 000000000013044 |
Old structure number: | 57312H00018B010 (from 1992 edition) |
Location: | SEC 34/35, T24N, R8W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 25.6 ft. [7.8 m] |
Total length: | 27.9 ft. [8.5 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Skew angle: | 20° |
Owner: | County Highway Agency [02] |
Year built: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Wood or timber [7] |
Main span design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 110 [as of 2005] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 81.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Very Good | Very Good | Very Good | 110 | 81.4 |
May 2015 | Good | - | Very Good | Very Good | 110 | 81.4 |
May 2013 | Good | Very Good | Very Good | Good | 110 | 81.4 |
May 2011 | Good | Very Good | Very Good | Good | 110 | 81.4 |
April 2009 | Good | Very Good | Very Good | Very Good | 110 | 81.4 |
June 2007 | Good | Very Good | Very Good | Very Good | 110 | 81.4 |
July 2005 | Good | Very Good | Very Good | Very Good | 106 | 81.5 |
August 2003 | Good | Very Good | Very Good | Very Good | 100 | 82.5 |
May 2001 | Good | Very Good | Very Good | Very Good | 777777 | 53.0 |