+43.57439, -90.65182
43°34'28" N, 90°39'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:STH 82 over OTTER CREEK
Structure number:B62005000000000
Location:2.4M E JCT CTH D
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:86.9 ft. [26.5 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: 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: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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:91.6 tons [83.3 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:96.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201496.0Not deficientSatisfactoryGoodGood1600
May 201294.0Not deficientGoodGoodGood1600
May 201094.0Not deficientGoodGoodGood1600
July 200894.0Not deficientGoodGoodGood1600
September 200794.0Not deficientGoodGoodGood1600
September 200593.8Not deficientGoodGoodGood1680
September 200393.8Not deficientGoodGoodGood1680
September 200194.2Not deficientGoodGoodGood1500
September 200094.2Not deficientGoodGoodGood1500
March 199894.2Not deficientGoodGoodGood1500
August 199794.8Not deficientGoodGoodGood1175
June 199694.8Not deficientVery GoodGoodGood1175
June 199594.8Not deficientVery GoodVery GoodGood1175
February 199495.3Not deficientVery GoodVery GoodVery Good920
August 199295.3Not deficientVery GoodVery GoodGood920
April 199195.3Not deficientVery GoodVery GoodGood920