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CSAH 3(LAKE ST) over CHANNEL; PED PATH

Map

Coordinates:
+44.94944, -93.30722
44°56'58" N, 93°18'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 3(LAKE ST) over CHANNEL; PED PATH
Structure number:90449
Location:0.6 MI E OF JCT CSAH 25
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:49.9 ft. [15.2 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:107.9 ft. [32.9 m]
Owner:County Highway Agency [02]
Year built:1911
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:35,719 [as of 2008]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:83.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Fair5 out of 103571983.1
September 2015FairN out of 103571977.8
September 2013FairN out of 103571977.8
September 2011FairN out of 103571977.8
September 2009FairN out of 103571989.4
November 2007FairN out of 103450089.5
July 2005FairN out of 103450089.5
October 2003FairN out of 103750089.2
May 2002FairN out of 103560089.4
October 2001FairN out of 103780089.1
November 2000FairN out of 103780088.2
July 1999FairN out of 103860088.1
December 1998FairN out of 103860088.1
October 1997FairN out of 103860089.1
October 1996FairN out of 103860089.1
October 1994FairN out of 103730088.0
August 1994FairN out of 103860087.9
October 1993GoodN out of 103750088.0
October 1992GoodN out of 103730088.0
August 1992GoodN out of 103730088.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Archlinear ft.112096160
Substructure
Reinforced Concrete Pile Cap/Footinglinear ft.2640234300
Bridge Rail
Masonry Bridge Raillinear ft.33828225310