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CTH S over W FK KICKAPOO RIVER

Map 

Coordinates:
+43.57557, -90.76708
43°34'32" N, 90°46'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CTH S over W FK KICKAPOO RIVER
Structure number:P62097300000000
Location:0.9M N JCT STH 82
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:59.4 ft. [18.1 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:35°
Owner:County Highway Agency [02]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Steel [3]
Main spans 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: August 2016 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:314 [as of 2015]
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Operating rating:16.2 tons [14.7 metric tons]
Inventory rating:8.9 tons [8.1 metric tons]
Sufficiency rating:36.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$583,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201636.3PoorPoorSatisfactoryPoorSD314
August 201536.4PoorPoorSatisfactoryPoorSD314
October 201436.5PoorPoorSatisfactoryPoorSD290
November 201238.6PoorPoorSatisfactoryPoorSD290
November 201038.6PoorFairSatisfactoryPoorSD290
November 200838.6PoorFairSatisfactoryPoorSD290
November 200650.6FairSatisfactorySatisfactoryFair-290
December 200450.6FairSatisfactorySatisfactoryFair-290
December 200250.6FairSatisfactorySatisfactoryFair-290
December 200052.6FairSatisfactorySatisfactoryFair-290
June 199850.5FairSatisfactorySatisfactoryFair-290
November 199652.5FairSatisfactorySatisfactoryFair-310
May 199463.6FairSatisfactoryVery GoodSatisfactory-310
November 199264.1FairSatisfactoryVery GoodSatisfactory-110
November 199064.1FairSatisfactoryVery GoodSatisfactory-110