Share:

CEDAR LAKE ROAD over CP RAIL; BASSETT CREEK

Map

Coordinates:
+44.97664, -93.30364
44°58'36" N, 93°18'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CEDAR LAKE ROAD over CP RAIL; BASSETT CREEK
Structure number:27650
Location:0.4 MI SW OF JCT CSAH 40
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Local (Urban) [19]
Length of largest span:49.9 ft. [15.2 m]
Total length:103.7 ft. [31.6 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1982
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,500 [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:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:87.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodFairGood150087.8
June 2017FairGoodFairGood150087.8
May 2016FairGoodFairGood208086.8
May 2015FairGoodFairGood208086.8
May 2014FairGoodFairGood208086.8
June 2013FairGoodFairGood160087.8
June 2012GoodGoodGoodVery Good160098.9
June 2011GoodVery GoodGoodVery Good160098.9
May 2010GoodVery GoodGoodVery Good160098.9
May 2009GoodVery GoodVery GoodVery Good160096.9
June 2008GoodVery GoodVery GoodVery Good171796.8
May 2007GoodVery GoodVery GoodVery Good190098.8
May 2006GoodVery GoodVery GoodVery Good190098.8
June 2005GoodVery GoodVery GoodVery Good200098.8
June 2004GoodVery GoodVery GoodVery Good200098.8
May 2003GoodVery GoodVery GoodVery Good200098.8
July 2002GoodVery GoodVery GoodVery Good320097.7
May 2001GoodVery GoodVery GoodVery Good320098.7
April 2000GoodVery GoodVery GoodVery Good320096.7
April 1999GoodVery GoodVery GoodVery Good320096.7
May 1998GoodVery GoodVery GoodVery Good320096.7
May 1997GoodVery GoodVery GoodVery Good220095.9
July 1996GoodVery GoodVery GoodVery Good220095.9
May 1995GoodVery GoodVery GoodVery Good189096.9
June 1994GoodVery GoodVery GoodVery Good189096.9
July 1993GoodVery GoodVery GoodVery Good189096.9
June 1992GoodVery GoodVery GoodVery Good238595.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.699069900
Steel Protective Coatingsq. ft.5,34005,34000
Deck
Reinforced Concrete Decksq. ft.5,18005,18000
Wearing Surfacessq. ft.3,73503,73500
Substructure
Reinforced Concrete Columneach11000
Reinforced Concrete Abutmentlinear ft.142142000
Reinforced Concrete Pier Caplinear ft.5252000
Joints
Strip Seal Jointlinear ft.4300430
Pourable Jointlinear ft.100063037
Bearings
Elastomeric Bearingeach2141106
Fixed Bearingeach70403
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.207020700
Steel Protective Coatingsq. ft.534053400
Reinforced Concrete Bridge Raillinear ft.207207000