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LRD OGDEN ST over MENOMINEE RIVER

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+45.09602, -87.59830
45°05'46" N, 87°35'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD OGDEN ST over MENOMINEE RIVER
Structure number:B38001600030000
Location:1.9M E JCT USH 41
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:131.9 ft. [40.2 m]
Total length:143.1 ft. [43.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,500 [as of 2017]
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:63.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,151,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairGoodFairGood650063.6
April 2016FairGoodFairGood570063.8
April 2015FairGoodFairGood570063.8
April 2014FairGoodFairGood720063.4
April 2013FairGoodFairGood720062.4
May 2012FairVery GoodFairGood720062.4
June 2011FairVery GoodFairGood720062.4
April 2010FairVery GoodFairGood720063.4
May 2009FairVery GoodFairGood720063.4
April 2008FairVery GoodFairGood720063.4
April 2007FairVery GoodSatisfactoryGood324077.4
April 2006FairVery GoodSatisfactoryGood324077.4
November 2005FairVery GoodSatisfactoryGood324077.4
September 2004FairVery GoodSatisfactoryGood324077.4
April 2003PoorPoorGoodGood324074.4
April 2002PoorPoorGoodGood324074.4
April 2001PoorPoorVery GoodVery Good324074.4
April 2000FairSatisfactoryVery GoodVery Good324077.4
April 1999GoodVery GoodVery GoodVery Good324075.4
April 1998GoodVery GoodVery GoodVery Good324075.4
April 1997GoodVery GoodVery GoodVery Good324075.4
July 1996GoodVery GoodVery GoodVery Good324075.4
April 1995GoodVery GoodVery GoodVery Good324075.4
April 1994GoodVery GoodVery GoodVery Good324075.4
August 1993GoodVery GoodVery GoodVery Good324075.4
October 1992PoorCriticalSatisfactoryVery Good324070.3
October 1991PoorCriticalVery GoodVery Good324070.3