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CTH KK over COON CREEK

Map 

Coordinates:
+43.65788, -91.08958
43°39'28" N, 91°05'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH KK over COON CREEK
Structure number:B62023000000000
Location:0.1M S JCT STH 162
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:126.6 ft. [38.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:250 [as of 2012]
Truck traffic:12% of total traffic
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:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:62.9 tons [57.2 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Sufficiency rating:99.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201499.8Not deficientGoodGoodGood250
August 201299.8Not deficientVery GoodExcellentExcellent250
August 201099.8Not deficientExcellentExcellentExcellent250
August 200899.8Not deficientExcellentExcellentExcellent250
October 200699.8Not deficientExcellentExcellentExcellent250