+43.56688, -90.63671
43°34'01" N, 90°38'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:STH 131 over BEAR CREEK
Structure number:B62005700000000
Location:6.0M N JCT STH 56 TO E
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:70.9 ft. [21.6 m]
Total length:142.7 ft. [43.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:State Highway Agency [01]
Year built:1981
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:2
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 2014 

Status:Open, no restriction [A]
Average daily traffic:970 [as of 2012]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:61.1 tons [55.5 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:95.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201495.1Not deficientSatisfactoryVery GoodGood970
May 201297.3Not deficientSatisfactoryVery GoodGood810
June 201097.2Not deficientSatisfactoryVery GoodGood1400
August 200897.2Not deficientVery GoodVery GoodGood1400
September 200797.2Not deficientVery GoodVery GoodGood1400
September 200597.0Not deficientVery GoodVery GoodGood1490
September 200397.0Not deficientVery GoodVery GoodGood1490
September 200197.8Not deficientVery GoodVery GoodGood1100
April 200097.8Not deficientVery GoodVery GoodGood1100
March 199897.8Not deficientVery GoodVery GoodGood1100
June 199798.0Not deficientVery GoodVery GoodGood990
July 199698.0Not deficientVery GoodVery GoodGood990
June 199598.0Not deficientVery GoodVery GoodGood990
February 199498.4Not deficientVery GoodVery GoodGood800
July 199298.4Not deficientVery GoodVery GoodSatisfactory800
April 199198.4Not deficientVery GoodVery GoodSatisfactory800