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CTH B - ADAMS ST over KOSHKONONG CREEK

Map

Coordinates:
+42.97236, -89.03183
42°58'20" N, 89°01'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH B - ADAMS ST over KOSHKONONG CREEK
Structure number:B13061200000000
Location:2.3M E JCT STH 73
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:97.1 ft. [29.6 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Skew angle:25°
Owner:County Highway Agency [02]
Year built:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
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:Good
Status:Open, no restriction [A]
Average daily traffic:1,104 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:98.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016GoodGoodExcellentExcellent110498.7
November 2014GoodGoodExcellentExcellent108898.7
November 2012GoodVery GoodExcellentExcellent108898.7
November 2010GoodVery GoodExcellentExcellent120074.9
November 2009GoodExcellentExcellentExcellent120074.9