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CSAH 5 over SNAKE RIVER

Map

Coordinates:
+45.78604, -93.16764
45°47'10" N, 93°10'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 5 over SNAKE RIVER
Structure number:33006
Location:0.2 MI N OF JCT TH 70
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:44.0 ft. [13.4 m]
Total length:206.7 ft. [63.0 m]
Roadway width between curbs:34.8 ft. [10.6 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:County Highway Agency [02]
Year built:1992
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:5
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:377 [as of 2008]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:99.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodVery Good37799.9
November 2015GoodGoodGoodVery Good37799.9
October 2013GoodVery GoodVery GoodVery Good37799.9
November 2011GoodVery GoodVery GoodVery Good37799.9
October 2009GoodVery GoodVery GoodVery Good37799.9
February 2008GoodVery GoodVery GoodVery Good37599.9
November 2005GoodVery GoodVery GoodVery Good37599.9
November 2003GoodVery GoodVery GoodVery Good37599.9
November 2002GoodVery GoodVery GoodVery Good34099.9
November 2001GoodVery GoodVery GoodVery Good34099.9
January 2000GoodVery GoodVery GoodVery Good34099.9
January 1999GoodVery GoodVery GoodVery Good30099.9
January 1998GoodVery GoodVery GoodVery Good30099.9
January 1997GoodVery GoodVery GoodVery Good30099.9
January 1996GoodVery GoodVery GoodVery Good30099.9
January 1995GoodVery GoodVery GoodVery Good80099.8
November 1993GoodExcellentExcellentExcellent80099.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.7575000
Steel Pileeach1616000
Steel Protective Coatingsq. ft.568568000
Reinforced Concrete Pier Caplinear ft.151151000
Joints
Strip Seal Jointlinear ft.115115000
Pourable Jointlinear ft.7676000
Bearings
Elastomeric Bearingeach2020000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.413413000
Deck
Reinforced Concrete Slabsq. ft.7,8717,871000
Wearing Surfacessq. ft.7,1906,8451002450