THORPE RD over DRAINAGE DITCH
Map
Coordinates:
+41.78839, -89.1321341°47'18" N, 89°07'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | THORPE RD over DRAINAGE DITCH |
Structure number: | 052582000000000 |
Old structure number: | 000052582012123 (from 1992 edition) |
Location: | 3.0 MI S REYNOLDS RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 26.9 ft. [8.2 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1901 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 25 [as of 2017] |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 90.5 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
February 2018 | Good | 7 out of 10 | 25 | 90.5 |
February 2016 | Good | 7 out of 10 | 25 | 90.5 |
February 2014 | Good | 7 out of 10 | 25 | 90.5 |
February 2012 | Good | 7 out of 10 | 25 | 92.5 |
March 2010 | Good | 7 out of 10 | 25 | 92.5 |
March 2008 | Good | 7 out of 10 | 25 | 92.5 |
March 2006 | Good | 7 out of 10 | 79 | 92.5 |
January 2004 | Good | 7 out of 10 | 79 | 92.5 |
September 2001 | Good | 8 out of 10 | 79 | 92.5 |
August 1999 | Good | 8 out of 10 | 70 | 92.5 |
May 1998 | Good | 8 out of 10 | 70 | 92.5 |
September 1995 | Good | 8 out of 10 | 70 | 92.5 |
September 1993 | Good | 8 out of 10 | 69 | 92.5 |
July 1991 | Good | 8 out of 10 | 69 | 92.5 |