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CTH S over WILLOW CREEK

Map

Coordinates:
+44.07542, -89.14725
44°04'32" N, 89°08'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH S over WILLOW CREEK
Structure number:B69002400000000
Location:0.1M E JCT CTH Z
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:12.1 ft. [3.7 m]
Total length:26.6 ft. [8.1 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:689 [as of 2015]
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Good7 out of 1068997.9
May 2016Good7 out of 1068997.9
May 2014Good7 out of 1066097.9
May 2012Good7 out of 1066098.9
June 2010Good8 out of 1066099.9
July 2008Good8 out of 1066099.9
May 2006Good8 out of 1066099.9
June 2004Good8 out of 1046099.9
June 2002Good8 out of 10150100.0
May 2000Good8 out of 10150100.0
May 1998Good8 out of 10150100.0
May 1996Good8 out of 10150100.0
May 1994Good8 out of 10150100.0
May 1992Good8 out of 10150100.0
May 1990Good8 out of 10150100.0