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CSAH 4 over JUD DITCH # 1

Map

Coordinates:
+44.41083, -94.25080
44°24'39" N, 94°15'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 4 over JUD DITCH # 1
Structure number:52513
Location:0.1 MI S OF JCT 370TH. ST
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:27.9 ft. [8.5 m]
Total length:83.7 ft. [25.5 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:75 [as of 2008]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodVery GoodVery Good75100.0
November 2015GoodVery GoodVery GoodVery Good7598.0
November 2013GoodVery GoodVery GoodVery Good7598.0
November 2011GoodVery GoodVery GoodVery Good7598.0
October 2009GoodVery GoodVery GoodVery Good7598.0
October 2007GoodVery GoodVery GoodVery Good80100.0
November 2006GoodVery GoodVery GoodVery Good80100.0
December 2005GoodVery GoodVery GoodVery Good80100.0
November 2004GoodVery GoodVery GoodVery Good80100.0
October 2003GoodVery GoodVery GoodVery Good45100.0
November 2002GoodVery GoodVery GoodVery Good45100.0
November 2001GoodVery GoodVery GoodVery Good45100.0
October 2000GoodVery GoodVery GoodVery Good4599.0
December 1999GoodExcellentExcellentExcellent4599.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.825825000
Deck
Prestressed Concrete Top Flangesq. ft.3,3483,348000
Wearing Surfacessq. ft.3,0762,83624000
Substructure
Reinforced Concrete Abutmentlinear ft.112112000
Steel Pileeach1010000
Steel Protective Coatingsq. ft.450450000
Reinforced Concrete Pier Caplinear ft.8383000
Bearings
Elastomeric Bearingeach6060000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1691492000