+43.44106, -90.76698
43°26'28" N, 90°46'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:USH 61-STH 131 over READS CREEK
Structure number:B62001700000000
Location:3.9M N JCT STH 131 TO S
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:46.6 ft. [14.2 m]
Total length:139.4 ft. [42.5 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1967
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:Low slump Concrete [4]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,050 [as of 2014]
Truck traffic:10% 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 minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:68.3 tons [62.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:91.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201691.0FairGoodGoodSatisfactory-3050
June 201491.0FairGoodGoodSatisfactory-3050
June 201291.0GoodGoodVery GoodVery Good-3050
July 201091.0GoodVery GoodVery GoodVery Good-3050
August 200891.0GoodVery GoodVery GoodVery Good-3050
September 200774.1FairFairVery GoodFair-3200
September 200575.7FairSatisfactoryVery GoodFair-3050
September 200375.7FairSatisfactoryVery GoodFair-3050
September 200189.2FairSatisfactoryVery GoodSatisfactory-2600
July 200089.2FairSatisfactoryVery GoodSatisfactory-2600
June 199887.2FairSatisfactoryVery GoodSatisfactory-2600
June 199788.9FairSatisfactoryVery GoodSatisfactory-2015
May 199688.9FairVery GoodVery GoodSatisfactory-2015
June 199589.0FairVery GoodVery GoodSatisfactory-2015
March 199489.6FairVery GoodVery GoodSatisfactory-1820
July 199289.6FairGoodVery GoodSatisfactory-1820
April 199189.6FairGoodVery GoodSatisfactory-1820