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STH 175-APPLETON A over MENOMONEE RIVER

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 175-APPLETON A over MENOMONEE RIVER
Structure number:B40040200000000
Location:1.0M N JCT USH 45
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:52.2 ft. [15.9 m]
Total length:159.5 ft. [48.6 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:122.1 ft. [37.2 m]
Skew angle:34°
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]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:12,800 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Superior to present desirable criteria [9]
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:64.7 tons [58.8 metric tons]
Inventory rating:30.3 tons [27.5 metric tons]
Sufficiency rating:68.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201468.4Not deficientFairFairSatisfactory12800
October 201283.2Not deficientFairSatisfactorySatisfactory12800
October 201068.7Not deficientSatisfactoryFairSatisfactory12800
October 200879.9Not deficientSatisfactorySatisfactorySatisfactory14660
October 200679.9Not deficientSatisfactorySatisfactorySatisfactory14660
October 200479.9Not deficientSatisfactoryGoodSatisfactory14660
October 200279.9Not deficientSatisfactoryGoodSatisfactory14660
November 200078.2Not deficientFairGoodSatisfactory15480
July 199979.8Not deficientSatisfactoryVery GoodGood14830
August 199876.4Not deficientPoorVery GoodGood14830
April 199677.1Structurally deficientPoorVery GoodSatisfactory14830
February 199680.2Not deficientSatisfactoryVery GoodSatisfactory14830
January 199580.2Not deficientSatisfactoryVery GoodSatisfactory14830
April 199383.2Not deficientSatisfactoryVery GoodSatisfactory10760
July 199283.2Not deficientSatisfactoryVery GoodSatisfactory10760
January 199283.2Not deficientSatisfactoryVery GoodSatisfactory10760