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FRENCH LINE ROAD over BEALS & FRIZZLE DRAIN

Map

Coordinates:
+43.36297, -82.82248
43°21'47" N, 82°49'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FRENCH LINE ROAD over BEALS & FRIZZLE DRAIN
Structure number:000000000009533
Old structure number:74200006000B030 (from 1992 edition)
Location:SEC 21-28 WATERTOWN TWP
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:21.0 ft. [6.4 m]
Total length:22.6 ft. [6.9 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:County Highway Agency [02]
Year built:1930
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:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:610 [as of 2010]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:39.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018PoorFairPoorSatisfactory61039.4
June 2016FairSatisfactorySatisfactorySatisfactory61091.7
June 2014FairSatisfactorySatisfactorySatisfactory61091.7
June 2012FairSatisfactorySatisfactorySatisfactory61091.7
June 2010FairSatisfactorySatisfactorySatisfactory61091.7
June 2008GoodGoodGoodGood48291.7
July 2006GoodGoodGoodGood48291.7
June 2004GoodGoodGoodGood160087.9
June 2002GoodGoodGoodGood160089.1
June 2000GoodGoodGoodGood160088.2
November 1998GoodGoodGoodGood160088.2
November 1996GoodGoodGoodGood160066.2
August 1994GoodVery GoodGoodVery Good75069.8
February 1992GoodVery GoodGoodVery Good75077.4
January 1990GoodVery GoodGoodVery Good75077.4