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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 2015 

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]
Evaluation:Structurally deficient [1]
Sufficiency rating:36.4
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. ratingEvaluationDeckSuper.Sub.ADT
August 201536.4Structurally deficientPoorSatisfactoryPoor314
October 201436.5Structurally deficientPoorSatisfactoryPoor290
November 201238.6Structurally deficientPoorSatisfactoryPoor290
November 201038.6Structurally deficientFairSatisfactoryPoor290
November 200838.6Structurally deficientFairSatisfactoryPoor290
November 200650.6Not deficientSatisfactorySatisfactoryFair290
December 200450.6Not deficientSatisfactorySatisfactoryFair290
December 200250.6Not deficientSatisfactorySatisfactoryFair290
December 200052.6Not deficientSatisfactorySatisfactoryFair290
June 199850.5Not deficientSatisfactorySatisfactoryFair290
November 199652.5Not deficientSatisfactorySatisfactoryFair310
May 199463.6Not deficientSatisfactoryVery GoodSatisfactory310
November 199264.1Not deficientSatisfactoryVery GoodSatisfactory110
November 199064.1Not deficientSatisfactoryVery GoodSatisfactory110