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BURNHAM ROAD over CEDAR LK CHANNEL

Map

Coordinates:
+44.95614, -93.31787
44°57'22" N, 93°19'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BURNHAM ROAD over CEDAR LK CHANNEL
Structure number:27508
Location:0.2 MI NE OF CEDAR LK RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:59.1 ft. [18.0 m]
Total length:63.7 ft. [19.4 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,044 [as of 2015]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:98.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodVery GoodVery GoodGood104498.9
July 2017GoodVery GoodVery GoodGood108198.9
July 2016GoodVery GoodVery GoodGood108198.9
September 2015GoodExcellentExcellentGood108198.9
July 2014FairFairFairFair108186.9
July 2013FairFairFairFair108186.9
August 2012FairSatisfactoryFairFair93888.9
July 2011FairSatisfactoryFairFair93888.9
September 2010FairSatisfactoryFairFair93888.9
July 2009FairSatisfactoryFairFair93886.9
August 2008FairSatisfactoryFairFair93886.9
June 2007FairSatisfactorySatisfactorySatisfactory100099.9
July 2006FairSatisfactoryVery GoodSatisfactory120098.9
July 2005GoodGoodVery GoodGood120098.9
July 2004GoodGoodVery GoodGood120098.9
September 2003GoodGoodVery GoodGood120098.9
September 2002GoodGoodVery GoodGood110098.9
September 2001GoodGoodVery GoodGood110098.9
August 2000GoodGoodVery GoodGood110097.9
August 1999GoodGoodVery GoodGood110097.9
July 1998GoodGoodVery GoodGood110097.9
July 1997GoodGoodVery GoodGood110082.1
September 1996GoodGoodVery GoodGood110082.1
August 1995GoodGoodVery GoodGood113089.7
August 1994GoodGoodVery GoodGood170589.7
September 1993GoodGoodVery GoodGood170589.7
September 1992GoodGoodGoodGood128091.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.315315000
Deck
Reinforced Concrete Decksq. ft.2,8092,809000
Wearing Surfacessq. ft.2,0342,034000
Substructure
Reinforced Concrete Abutmentlinear ft.138138000
Joints
Pourable Jointlinear ft.8484000
Bearings
Elastomeric Bearingeach1010000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.197197000
Steel Protective Coatingsq. ft.327327000
Reinforced Concrete Bridge Raillinear ft.119119000