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STH 82-MAIN ST over KICKAPOO RIVER

Map 

Coordinates:
+43.57412, -90.64364
43°34'27" N, 90°38'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 82-MAIN ST over KICKAPOO RIVER
Structure number:B62005100000000
Location:2.9M E JCT CTH D
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:71.2 ft. [21.7 m]
Total length:213.9 ft. [65.2 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
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]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
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:1,600 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 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 the assessed or calculated scour condition. [8]
Operating rating:73.7 tons [67.0 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:99.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201699.6FairSatisfactorySatisfactoryGood-1600
May 201497.0FairSatisfactorySatisfactoryGood-1600
May 201296.0FairSatisfactoryVery GoodVery Good-1600
May 201097.0GoodVery GoodVery GoodVery Good-1600
July 200897.0GoodVery GoodVery GoodVery Good-1600
September 200797.0GoodVery GoodVery GoodVery Good-1600
September 200596.8GoodVery GoodVery GoodGood-1680
September 200393.8GoodVery GoodVery GoodVery Good-1680
September 200194.2GoodVery GoodVery GoodVery Good-1500
September 200094.2GoodVery GoodVery GoodVery Good-1500
March 199894.2GoodVery GoodVery GoodVery Good-1500
August 199794.8GoodVery GoodVery GoodVery Good-1175
June 199694.8GoodVery GoodVery GoodVery Good-1175
June 199594.8GoodVery GoodVery GoodVery Good-1175
February 199495.3GoodVery GoodVery GoodVery Good-920
August 199295.3GoodVery GoodVery GoodGood-920
April 199195.3GoodVery GoodVery GoodGood-920