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CTH (CTH A) over MILL CREEK

Map

Coordinates:
+44.87000, -88.91528
44°52'12" N, 88°54'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH (CTH A) over MILL CREEK
Structure number:B58005300000000
Location:3.6M E JCT CTH D
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:23.0 ft. [7.0 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Wood or timber [7]
Main span design:Slab [01]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,023 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:81.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood202381.5
October 2015GoodGoodGoodGood202381.5
October 2014GoodGoodGoodGood190082.8
October 2012GoodGoodGoodVery Good190081.8
November 2010GoodExcellentExcellentExcellent72092.7
December 2008GoodExcellentExcellentExcellent72092.7
November 2006GoodExcellentExcellentExcellent72092.7
October 2004GoodExcellentExcellentExcellent72092.7
October 2002GoodExcellentExcellentExcellent26094.5
November 2000GoodExcellentExcellentExcellent26094.5
November 1998GoodExcellentExcellentExcellent26094.5
December 1996GoodExcellentExcellentExcellent26094.5
October 1994GoodExcellentExcellentExcellent26094.5
October 1993GoodExcellentExcellentExcellent26094.5