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IRVING AVE N over BASSETT CREEK

Map

Coordinates:
+44.97637, -93.29949
44°58'35" N, 93°17'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IRVING AVE N over BASSETT CREEK
Structure number:L5766
Location:0.2 MI S OF GLENWOOD AVE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:17.7 ft. [5.4 m]
Total length:48.6 ft. [14.8 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1936
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition:Fair
Status:Bridge closed to all traffic [K]
Average daily traffic:50 [as of 2009]
Deck condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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:Scour calculation/evaluation has not been made. [6]
Sufficiency rating:81.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$156,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2015FairFairSatisfactoryFair5081.0
July 2014FairFairSatisfactoryFair5081.0
July 2013FairFairSatisfactoryFair5077.0
August 2012FairSatisfactorySatisfactoryFair5074.0
July 2011FairSatisfactorySatisfactoryFair5074.0
August 2010FairSatisfactorySatisfactoryFair5074.0
August 2009FairSatisfactorySatisfactoryFair5071.0
September 2008FairSatisfactorySatisfactoryFair5071.0
June 2007FairSatisfactorySatisfactoryFair5078.0
July 2006FairSatisfactorySatisfactoryFair5078.0
July 2005FairSatisfactorySatisfactoryFair5078.0
July 2004FairSatisfactorySatisfactoryFair5078.0
September 2003FairSatisfactorySatisfactoryFair5078.0
September 2002FairSatisfactorySatisfactoryFair5078.0
October 2001FairSatisfactorySatisfactoryFair5078.0
August 2000FairSatisfactorySatisfactoryFair5076.0
August 1999FairSatisfactorySatisfactoryFair5076.0
August 1998PoorSatisfactorySatisfactorySerious5045.0
July 1997PoorSatisfactorySatisfactorySerious5045.0
September 1996PoorGoodSatisfactorySerious5045.0
August 1995FairGoodSatisfactoryFair5075.0
August 1994FairGoodSatisfactoryFair5075.0
September 1993FairGoodSatisfactoryFair5075.0
September 1992FairVery GoodFairFair5075.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Stringerlinear ft.778077800
Substructure
Reinforced Concrete Abutmentlinear ft.8908900
Timber Pileeach80800
Timber Pier Caplinear ft.4904900
Deck
Timber Decksq. ft.1,0211,0010200
Bridge Rail
Timber Bridge Raillinear ft.9509500