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STH 73-HEWETT ST over ONEILL CREEK

Clark County, Wisconsin

Map

Coordinates:
+44.56244, -90.59568
44°33'45" N, 90°35'44" W
View more info at Bridgehunter.com

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STH 73-HEWETT ST over ONEILL CREEK
Structure number:B10068300000000
Location:0.1M N JCT USH 10 TO W
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:56.8 ft. [17.3 m]
Total length:118.8 ft. [36.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1940
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Steel [3]
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: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,333 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:76.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$758,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactorySatisfactory633376.1
September 2016FairSatisfactorySatisfactorySatisfactory633376.1
September 2014FairSatisfactorySatisfactorySatisfactory568076.1
June 2012FairSatisfactorySatisfactorySatisfactory568075.8
June 2010FairSatisfactorySatisfactorySatisfactory568075.8
June 2008FairSatisfactorySatisfactorySatisfactory568075.8
May 2006FairSatisfactorySatisfactorySatisfactory568075.8
May 2004FairSatisfactorySatisfactorySatisfactory568075.8
September 2002FairSatisfactorySatisfactorySatisfactory568075.8
May 2000FairSatisfactorySatisfactorySatisfactory568075.4
October 1998FairSatisfactoryGoodSatisfactory568075.4
December 1996FairSatisfactoryGoodSatisfactory568075.4
October 1994FairSatisfactoryGoodSatisfactory568075.2
October 1992FairSatisfactoryGoodVery Good744075.0
September 1990GoodGoodGoodVery Good744075.0