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CSAH 3 over STANCHFIELD CREEK

Map

Coordinates:
+45.67327, -93.29491
45°40'24" N, 93°17'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 3 over STANCHFIELD CREEK
Structure number:30509
Location:0.4 MI W OF JCT CSAH 14
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:53.2 ft. [16.2 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1984
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:960 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:89.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairGoodGoodSatisfactory96089.5
September 2016GoodGoodGoodGood94089.5
October 2014GoodGoodGoodGood94099.4
October 2012GoodGoodVery GoodVery Good94099.5
November 2010GoodGoodVery GoodVery Good94097.5
December 2008GoodGoodVery GoodVery Good94097.5
October 2006GoodGoodVery GoodVery Good105099.5
December 2004GoodVery GoodVery GoodVery Good105099.5
December 2003GoodVery GoodVery GoodVery Good71099.6
November 2001GoodVery GoodVery GoodVery Good71099.6
October 1999GoodVery GoodVery GoodVery Good71099.6
October 1997GoodVery GoodVery GoodVery Good71099.6
December 1996GoodVery GoodVery GoodVery Good71099.6
October 1995GoodVery GoodVery GoodVery Good71099.6
October 1994GoodVery GoodVery GoodVery Good50099.7
September 1993GoodVery GoodVery GoodVery Good50099.7
November 1992GoodVery GoodVery GoodVery Good50099.7
September 1991GoodVery GoodVery GoodVery Good30099.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,2403,240000
Deck
Prestressed Concrete Top Flangesq. ft.4,1034,103000
Wearing Surfacessq. ft.3,74003,6805010
Substructure
Reinforced Concrete Abutmentlinear ft.140133250
Steel Pileeach1101100
Steel Protective Coatingsq. ft.3840292920
Reinforced Concrete Pier Caplinear ft.5650600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.220021325