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CTH S over W FK KICKAPOO RIVER

Map 

Coordinates:
+43.54178, -90.74653
43°32'30" N, 90°44'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH S over W FK KICKAPOO RIVER
Structure number:B62001400000000
Location:2.1M N JCT STH 56
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:42.0 ft. [12.8 m]
Total length:108.9 ft. [33.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:County Highway Agency [02]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
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: October 2014 

Status:Posted for load [P]
Average daily traffic:240 [as of 2012]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:32.3 tons [29.4 metric tons]
Inventory rating:19.6 tons [17.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:57.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$535,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201457.0Functionally obsoleteFairFairSatisfactory240
November 201257.0Functionally obsoleteFairFairSatisfactory240
November 201059.0Not deficientFairFairSatisfactory240
November 200864.9Not deficientFairFairSatisfactory240
November 200675.9Not deficientFairSatisfactorySatisfactory240
December 200475.9Not deficientFairSatisfactorySatisfactory240
December 200275.9Not deficientFairSatisfactorySatisfactory240
December 200077.9Not deficientFairSatisfactorySatisfactory240
June 199875.9Not deficientFairSatisfactorySatisfactory240
November 199678.0Not deficientFairSatisfactorySatisfactory190
May 199477.8Not deficientSatisfactoryVery GoodSatisfactory190
December 199276.8Not deficientFairVery GoodSatisfactory140
November 199076.8Not deficientFairVery GoodSatisfactory140