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CTH M CENTURY AV over PHEASANT BRANCH CREEK

Map

Coordinates:
+43.10597, -89.48364
43°06'21" N, 89°29'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH M CENTURY AV over PHEASANT BRANCH CREEK
Structure number:B13005400000000
Location:0.3M E JCT CTH Q
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:36.4 ft. [11.1 m]
Total length:36.4 ft. [11.1 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:81.7 ft. [24.9 m]
Owner:County Highway Agency [02]
Year built:1956
Year reconstructed:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:36,178 [as of 2015]
Deck condition:Fair [5 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 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:75.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairFairSatisfactoryFair3617875.9
November 2014FairFairSatisfactoryFair3397076.4
November 2012FairFairSatisfactoryFair3397070.5
November 2010FairFairSatisfactoryFair3397070.5
November 2008FairFairSatisfactoryFair3397070.5
November 2006FairFairSatisfactoryFair3397070.5
December 2004FairFairSatisfactoryFair3397070.5
December 2002FairSatisfactoryGoodSatisfactory1285088.0
November 2000GoodVery GoodGoodGood1285087.4
December 1998GoodGoodGoodGood1285087.4
December 1996FairFairGoodGood1285091.9
November 1994FairFairGoodGood1285092.0
March 1992PoorPoorSatisfactorySatisfactory1285090.0
December 1990FairFairVery GoodSatisfactory1285092.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4744551540
Steel Protective Coatingsq. ft.3,73203,720012
Deck
Reinforced Concrete Decksq. ft.2,9832,1531746560
Wearing Surfacessq. ft.2,9832,13385000
Substructure
Reinforced Concrete Abutmentlinear ft.16336129520
Joints
Pourable Jointlinear ft.1411170024
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.75200550