Share:

USH 61-STH 131 over READS CREEK

Map 

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

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:3,050 [as of 2012]
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. ratingEvaluationDeckSuper.Sub.ADT
June 201491.0Not deficientGoodGoodSatisfactory3050
June 201291.0Not deficientGoodVery GoodVery Good3050
July 201091.0Not deficientVery GoodVery GoodVery Good3050
August 200891.0Not deficientVery GoodVery GoodVery Good3050
September 200774.1Not deficientFairVery GoodFair3200
September 200575.7Not deficientSatisfactoryVery GoodFair3050
September 200375.7Not deficientSatisfactoryVery GoodFair3050
September 200189.2Not deficientSatisfactoryVery GoodSatisfactory2600
July 200089.2Not deficientSatisfactoryVery GoodSatisfactory2600
June 199887.2Not deficientSatisfactoryVery GoodSatisfactory2600
June 199788.9Not deficientSatisfactoryVery GoodSatisfactory2015
May 199688.9Not deficientVery GoodVery GoodSatisfactory2015
June 199589.0Not deficientVery GoodVery GoodSatisfactory2015
March 199489.6Not deficientVery GoodVery GoodSatisfactory1820
July 199289.6Not deficientGoodVery GoodSatisfactory1820
April 199189.6Not deficientGoodVery GoodSatisfactory1820