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M-28, M-64 over MERRYWEATHER CREEK

Map

Coordinates:
+46.56830, -89.65039
46°34'06" N, 89°39'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:M-28, M-64 over MERRYWEATHER CREEK
Structure number:000000000008485
Old structure number:66166021000B020 (from 1992 edition)
Location:0.1 MI E OF W JET M-64
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,120 [as of 2007]
Truck traffic:14% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:74.7
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$4,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactoryFair212074.7
August 2016FairSatisfactorySatisfactorySatisfactory212086.8
August 2014FairSatisfactorySatisfactorySatisfactory212086.8
August 2012FairSatisfactorySatisfactorySatisfactory212086.8
August 2010FairSatisfactorySatisfactorySatisfactory212086.8
August 2008FairSatisfactorySatisfactorySatisfactory212086.8
August 2006FairSatisfactorySatisfactorySatisfactory211686.8
August 2004FairSatisfactorySatisfactorySatisfactory230086.2
August 2002FairSatisfactorySatisfactorySatisfactory230086.2
August 2000FairSatisfactorySatisfactorySatisfactory230086.2
October 1998FairSatisfactorySatisfactorySatisfactory230091.6
September 1996FairSatisfactorySatisfactorySatisfactory230084.2
June 1994PoorPoorGoodGood230080.9
October 1992FairFairGoodGood230083.1
August 1990FairSatisfactoryGoodGood230084.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2171843030
Deck
Reinforced Concrete Decksq. ft.1,1801,1275030
Wearing Surfacessq. ft.1,18001,18000
Substructure
Reinforced Concrete Abutmentlinear ft.10008983
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6260200