SETTER ROAD over SETTER I/C DRAIN
Map
Coordinates:
+43.29148, -82.9139443°17'29" N, 82°54'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SETTER ROAD over SETTER I/C DRAIN |
Structure number: | 000000000009618 |
Old structure number: | 74310H00019B010 (from 1992 edition) |
Location: | SEC 14 FLYNN TWP |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 45.6 ft. [13.9 m] |
Roadway width between curbs: | 25.6 ft. [7.8 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1980 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 120 [as of 2016] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 85.1 |
Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
Estimated cost of work: | $268,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 120 | 85.1 |
April 2016 | Good | Good | Good | Very Good | 120 | 85.1 |
April 2014 | Good | Good | Good | Very Good | 120 | 85.1 |
April 2012 | Good | Very Good | Good | Very Good | 120 | 85.1 |
April 2010 | Good | Very Good | Very Good | Very Good | 120 | 86.6 |
May 2008 | Good | Very Good | Very Good | Very Good | 80 | 87.6 |
May 2006 | Good | Very Good | Very Good | Very Good | 80 | 87.6 |
August 2004 | Good | Very Good | Very Good | Very Good | 80 | 87.6 |
June 2002 | Good | Very Good | Very Good | Very Good | 80 | 87.6 |
June 2000 | Good | Very Good | Very Good | Very Good | 80 | 87.6 |
July 1998 | Good | Very Good | Very Good | Very Good | 80 | 75.1 |
December 1996 | Good | Very Good | Very Good | Very Good | 80 | 75.1 |
October 1994 | Good | Very Good | Very Good | Very Good | 80 | 74.8 |
February 1992 | Good | Very Good | Very Good | Very Good | 80 | 81.2 |
January 1990 | Good | Excellent | Excellent | Excellent | 80 | 81.2 |