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SETTER ROAD over SETTER I/C DRAIN

Map

Coordinates:
+43.29148, -82.91394
43°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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactorySatisfactory12085.1
April 2016GoodGoodGoodVery Good12085.1
April 2014GoodGoodGoodVery Good12085.1
April 2012GoodVery GoodGoodVery Good12085.1
April 2010GoodVery GoodVery GoodVery Good12086.6
May 2008GoodVery GoodVery GoodVery Good8087.6
May 2006GoodVery GoodVery GoodVery Good8087.6
August 2004GoodVery GoodVery GoodVery Good8087.6
June 2002GoodVery GoodVery GoodVery Good8087.6
June 2000GoodVery GoodVery GoodVery Good8087.6
July 1998GoodVery GoodVery GoodVery Good8075.1
December 1996GoodVery GoodVery GoodVery Good8075.1
October 1994GoodVery GoodVery GoodVery Good8074.8
February 1992GoodVery GoodVery GoodVery Good8081.2
January 1990GoodExcellentExcellentExcellent8081.2