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STH 82 over OTTER CREEK

Map 

Coordinates:
+43.58621, -90.67331
43°35'10" N, 90°40'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 82 over OTTER CREEK
Structure number:B62002400000000
Location:1.1M E JCT CTH D TO N
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:44.9 ft. [13.7 m]
Total length:122.7 ft. [37.4 m]
Roadway width between curbs:32.5 ft. [9.9 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:1,600 [as of 2012]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:46.8 tons [42.5 metric tons]
Inventory rating:28.5 tons [25.9 metric tons]
Sufficiency rating:90.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201490.4Not deficientGoodSatisfactorySatisfactory1600
May 201290.4Not deficientVery GoodGoodSatisfactory1600
May 201088.2Not deficientExcellentGoodSatisfactory1600
November 200988.2Not deficientExcellentGoodSatisfactory1600
July 200878.6Not deficientSatisfactoryGoodSatisfactory1680
September 200778.6Not deficientSatisfactoryGoodSatisfactory1680
September 200578.6Not deficientSatisfactoryGoodSatisfactory1680
September 200378.6Not deficientSatisfactoryVery GoodVery Good1680
September 200179.6Not deficientSatisfactoryVery GoodVery Good1230
September 200079.6Not deficientSatisfactoryVery GoodVery Good1230
June 199879.6Not deficientSatisfactoryVery GoodVery Good1230
August 199782.2Not deficientSatisfactoryVery GoodVery Good1175
June 199682.2Not deficientSatisfactoryVery GoodVery Good1175
June 199582.2Not deficientSatisfactoryVery GoodVery Good1175
February 199486.2Not deficientSatisfactoryVery GoodVery Good920
August 199286.2Not deficientSatisfactoryVery GoodVery Good920
May 199186.2Not deficientSatisfactoryVery GoodVery Good920