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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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 2014]
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 in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:93.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201693.3FairGoodSatisfactorySatisfactory-1200
May 201490.4FairGoodSatisfactorySatisfactory-1600
May 201290.4FairVery GoodGoodSatisfactory-1600
May 201088.2FairExcellentGoodSatisfactory-1600
November 200988.2FairExcellentGoodSatisfactory-1600
July 200878.6FairSatisfactoryGoodSatisfactory-1680
September 200778.6FairSatisfactoryGoodSatisfactory-1680
September 200578.6FairSatisfactoryGoodSatisfactory-1680
September 200378.6FairSatisfactoryVery GoodVery Good-1680
September 200179.6FairSatisfactoryVery GoodVery Good-1230
September 200079.6FairSatisfactoryVery GoodVery Good-1230
June 199879.6FairSatisfactoryVery GoodVery Good-1230
August 199782.2FairSatisfactoryVery GoodVery Good-1175
June 199682.2FairSatisfactoryVery GoodVery Good-1175
June 199582.2FairSatisfactoryVery GoodVery Good-1175
February 199486.2FairSatisfactoryVery GoodVery Good-920
August 199286.2FairSatisfactoryVery GoodVery Good-920
May 199186.2FairSatisfactoryVery GoodVery Good-920