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STH 35 over WAUMANDEE CREEK

Map

Coordinates:
+44.15099, -91.74003
44°09'04" N, 91°44'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STH 35 over WAUMANDEE CREEK
Structure number:B06005900000000
Location:1.7M N JCT STH 95
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:96.5 ft. [29.4 m]
Total length:196.9 ft. [60.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1985
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 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,400 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Sufficiency rating:83.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactoryGoodGood440083.5
May 2016GoodGoodVery GoodVery Good440083.5
May 2014GoodGoodVery GoodVery Good458083.5
May 2012GoodGoodVery GoodVery Good458084.2
May 2010GoodGoodVery GoodVery Good458084.2
May 2008GoodGoodVery GoodVery Good458084.2
September 2006GoodGoodVery GoodVery Good458084.2
February 2005GoodGoodVery GoodVery Good458084.2
February 2003GoodVery GoodVery GoodVery Good458084.2
February 2001GoodVery GoodVery GoodVery Good470084.2
September 1999GoodGoodVery GoodVery Good470084.2
April 1998GoodGoodVery GoodVery Good470084.2
July 1997GoodGoodVery GoodVery Good411084.2
August 1996GoodGoodVery GoodVery Good411084.2
June 1995GoodGoodVery GoodVery Good411084.2
June 1994GoodGoodVery GoodVery Good411084.2
April 1993GoodVery GoodVery GoodVery Good406084.2
May 1992GoodVery GoodVery GoodVery Good406084.2
August 1991GoodVery GoodVery GoodVery Good406084.2