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STH 131 over KICKAPOO RIVER

Map 

Coordinates:
+43.46725, -90.73813
43°28'02" N, 90°44'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 131 over KICKAPOO RIVER
Structure number:B62002700000000
Location:2.1M N JCT USH 14 TO E
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:60.0 ft. [18.3 m]
Total length:362.2 ft. [110.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1965
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:6
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:Low slump Concrete [4]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2012]
Truck traffic:12% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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 assessed or calculated scour condition. [5]
Operating rating:57.5 tons [52.3 metric tons]
Inventory rating:23.2 tons [21.1 metric tons]
Sufficiency rating:73.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201473.4Not deficientGoodGoodSatisfactory1100
June 201270.3Not deficientGoodGoodGood1100
July 201070.3Not deficientVery GoodGoodGood1100
August 200870.3Not deficientVery GoodGoodGood1100
September 200783.3Not deficientFairGoodGood1100
September 200583.3Not deficientFairGoodGood1100
September 200384.4Not deficientSatisfactoryGoodGood1100
September 200185.6Not deficientSatisfactoryGoodGood1000
April 200085.6Not deficientSatisfactoryGoodGood1000
June 199885.6Not deficientSatisfactoryGoodGood1000
August 199784.3Not deficientSatisfactoryVery GoodVery Good1080
July 199684.3Not deficientGood--1080
June 199584.4Not deficientVery GoodVery GoodVery Good1080
October 199484.4Not deficientVery GoodVery GoodVery Good1080
November 199390.3Not deficientVery GoodVery GoodVery Good680
July 199290.3Not deficientVery GoodVery GoodGood680
April 199190.3Not deficientVery GoodVery GoodGood680