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CTH S over WILLOW CREEK

Map 

Coordinates:
+44.07542, -89.14725
44°04'32" N, 89°08'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:660 [as of 2012]
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201497.9Not deficient---660
May 201298.9Not deficient---660
June 201099.9Not deficient---660
July 200899.9Not deficient---660
May 200699.9Not deficient---660
June 200499.9Not deficient---460
June 2002100.0Not deficient---150
May 2000100.0Not deficient---150
May 1998100.0Not deficient---150
May 1996100.0Not deficient---150
May 1994100.0Not deficient---150
May 1992100.0Not deficient---150
May 1990100.0Not deficient---150