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STH 33-STH 82 over S FK BARABOO RIVER

Map 

Coordinates:
+43.67187, -90.31714
43°40'19" N, 90°19'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 33-STH 82 over S FK BARABOO RIVER
Structure number:B62003300000000
Location:0.1M E JCT STH 82 TO W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:79.1 ft. [24.1 m]
Total length:81.4 ft. [24.8 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1971
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:64.7 tons [58.8 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:91.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201491.3Not deficientGoodGoodSatisfactory1500
June 201296.9Not deficientVery GoodGoodGood1500
July 201095.4Not deficientVery GoodGoodGood2200
August 200895.5Not deficientVery GoodVery GoodGood1980
September 200795.5Not deficientVery GoodVery GoodGood1980
September 200595.5Not deficientSatisfactoryVery GoodGood1980
September 200395.5Not deficientGoodVery GoodGood1980
September 200195.9Not deficientGoodVery GoodVery Good1400
April 200095.9Not deficientGoodVery GoodVery Good1400
June 199895.9Not deficientGoodVery GoodVery Good1400
June 199795.6Not deficientGoodVery GoodVery Good1900
July 199695.6Not deficientVery GoodVery GoodVery Good1900
May 199595.6Not deficientVery GoodVery GoodVery Good1900
March 199495.9Not deficientVery GoodVery GoodVery Good1470
August 199295.9Not deficientGoodVery GoodVery Good1470
July 199195.9Not deficientGoodVery GoodVery Good1470