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CR 63 over STANCHFIELD CREEK

Map

Coordinates:
+45.67519, -93.32721
45°40'31" N, 93°19'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 63 over STANCHFIELD CREEK
Structure number:30506
Location:0.1 MI N OF JCT CSAH 3
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:18.4 ft. [5.6 m]
Total length:54.5 ft. [16.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Slab [01]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:175 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:69.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorFairFairPoor17569.8
October 2016FairFairFairFair21085.8
October 2015FairFairFairFair21085.8
October 2014FairFairFairFair21085.8
October 2013FairSatisfactorySatisfactoryFair21087.0
October 2012FairSatisfactorySatisfactoryFair21087.0
October 2011FairSatisfactorySatisfactoryFair21087.0
November 2010FairSatisfactorySatisfactorySatisfactory21098.0
November 2009FairSatisfactorySatisfactorySatisfactory21098.0
November 2008FairSatisfactoryGoodGood21095.0
October 2007FairSatisfactoryGoodGood19098.0
October 2006FairSatisfactoryGoodGood19098.0
January 2006GoodGoodGoodGood19098.0
December 2004GoodGoodGoodGood19098.0
December 2003GoodGoodGoodGood14098.0
November 2001GoodGoodGoodGood14098.0
October 1999GoodGoodGoodGood14096.0
October 1997GoodGoodGoodGood14084.8
October 1995GoodGoodGoodGood14092.1
October 1994GoodGoodGoodGood12592.1
September 1993GoodGoodGoodGood12592.1
November 1992GoodVery GoodGoodGood12592.1
September 1991GoodVery GoodGoodGood14092.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Floor Beamlinear ft.111011100
Substructure
Timber Abutmentlinear ft.1423088222
Timber Pileeach46029125
Timber Pier Caplinear ft.168016350
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.109109000
Steel Protective Coatingsq. ft.327032700
Timber Bridge Raillinear ft.2002000
Deck
Timber Slabsq. ft.1,75001,6501000
Wearing Surfacessq. ft.1,63604861,000150