+43.59024, -90.68459
43°35'25" N, 90°41'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:STH 82 over OTTER CREEK
Structure number:B62002000000000
Location:0.4M E JCT CTH D
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:73.2 ft. [22.3 m]
Total length:73.2 ft. [22.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:1,600 [as of 2012]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:21.3 tons [19.4 metric tons]
Sufficiency rating:64.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201464.3Not deficientSatisfactoryFairFair1600
May 201264.3Not deficientGoodFairFair1600
May 201079.0Not deficientVery GoodSatisfactorySatisfactory1600
July 200879.0Not deficientVery GoodSatisfactoryGood1600
September 200755.6Not deficientSatisfactorySatisfactoryGood1600
September 200555.3Not deficientSatisfactorySatisfactoryGood1680
September 200426.1Structurally deficientFairFairPoor1680
September 200326.1Structurally deficientFairGoodPoor1680
September 200155.7Not deficientFairGoodSatisfactory1230
September 200055.7Not deficientFairGoodSatisfactory1230
June 199855.7Not deficientFairGoodSatisfactory1230
August 199773.5Not deficientFairVery GoodSatisfactory1175
June 199673.5Not deficientFairVery GoodSatisfactory1175
June 199578.4Not deficientFairVery GoodSatisfactory1175
March 199485.1Not deficientFairVery GoodSatisfactory920
August 199286.2Not deficientSatisfactoryVery GoodSatisfactory920
May 199186.2Not deficientSatisfactoryVery GoodSatisfactory920