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CSAH 13 over SHELL RIVER

Map

Coordinates:
+46.80728, -94.88924
46°48'26" N, 94°53'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 13 over SHELL RIVER
Structure number:29517
Location:0.6 MI S OF JCT CR 108
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:34.5 ft. [10.5 m]
Total length:103.0 ft. [31.4 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:County Highway Agency [02]
Year built:1990
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 Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:330 [as of 2016]
Deck condition:Very Good [8 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: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:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodVery GoodVery GoodVery Good330100.0
November 2016GoodVery GoodVery GoodVery Good33598.0
October 2014GoodVery GoodVery GoodVery Good33598.0
October 2012GoodVery GoodVery GoodVery Good33598.0
November 2010GoodVery GoodVery GoodVery Good33598.0
October 2008GoodVery GoodVery GoodVery Good33598.0
October 2006GoodVery GoodVery GoodVery Good330100.0
September 2004GoodVery GoodVery GoodVery Good280100.0
November 2003GoodVery GoodVery GoodVery Good210100.0
November 2002GoodVery GoodVery GoodVery Good210100.0
October 2001GoodVery GoodVery GoodVery Good210100.0
December 2000GoodVery GoodVery GoodVery Good21099.0
November 1999GoodVery GoodVery GoodVery Good21099.0
October 1998GoodVery GoodVery GoodVery Good21099.0
December 1997GoodVery GoodVery GoodVery Good5098.0
November 1996GoodVery GoodVery GoodVery Good5098.0
November 1995GoodVery GoodVery GoodVery Good5098.0
December 1994GoodVery GoodVery GoodVery Good5098.0
October 1993GoodVery GoodVery GoodVery Good5598.0
November 1992GoodExcellentExcellentExcellent5598.0
October 1991GoodExcellentExcellentExcellent5598.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,2361,236000
Deck
Prestressed Concrete Top Flangesq. ft.4,1204,1021800
Wearing Surfacessq. ft.3,7673,767000
Substructure
Reinforced Concrete Abutmentlinear ft.119119000
Steel Pileeach1616000
Steel Protective Coatingsq. ft.520052000
Reinforced Concrete Pier Caplinear ft.7977200
Bearings
Elastomeric Bearingeach6060000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.207207000