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LRD PHILLIP ST over WISCONSIN RIVER 48

Oneida County, Wisconsin

Map

Coordinates:
+45.64104, -89.42103
45°38'28" N, 89°25'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD PHILLIP ST over WISCONSIN RIVER 48
Structure number:B43001000000000
Location:0.5M W JCT STH 17
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:97.1 ft. [29.6 m]
Total length:249.0 ft. [75.9 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1964
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: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: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,386 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:62.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,923,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactorySatisfactoryFair638662.1
May 2017FairSatisfactorySatisfactoryFair638662.1
May 2015FairSatisfactorySatisfactoryFair638662.1
May 2013FairGoodGoodFair620062.1
May 2011FairGoodGoodFair890065.1
May 2009FairGoodGoodFair890065.1
May 2007FairGoodGoodFair890065.1
May 2005FairGoodGoodFair890065.1
October 2003FairVery GoodVery GoodFair890065.1
October 2001FairVery GoodVery GoodFair890065.1
July 2000FairVery GoodVery GoodFair890065.1
September 1997FairVery GoodVery GoodFair570061.7
December 1996FairVery GoodVery GoodFair570065.8
September 1994FairVery GoodVery GoodFair570065.7
December 1992FairGoodVery GoodSatisfactory570076.9
August 1990FairGoodVery GoodSatisfactory570076.9