Share:

CSAH 152(CEDAR S) over LAKE NOKOMIS

Map

Coordinates:
+44.90539, -93.24738
44°54'19" N, 93°14'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 152(CEDAR S) over LAKE NOKOMIS
Structure number:27241
Location:3.0 MI S OF LAKE ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:94.2 ft. [28.7 m]
Total length:912.1 ft. [278.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:70.5 ft. [21.5 m]
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:10
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,951 [as of 2008]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:86.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairFairFairGood1695186.2
June 2015FairFairFairGood1695186.2
June 2013FairFairFairGood1695186.2
June 2011FairSatisfactorySatisfactoryGood1695198.4
June 2009GoodGoodGoodGood1695198.4
December 2007GoodGoodGoodGood1810098.3
November 2005GoodGoodGoodGood1810098.3
May 2003GoodGoodGoodGood1940098.2
November 2001GoodGoodGoodGood1900098.2
October 1999GoodGoodGoodGood1780097.3
October 1997GoodGoodVery GoodVery Good1780097.2
September 1996GoodGoodVery GoodVery Good1800097.2
September 1994GoodGoodVery GoodVery Good1800096.7
September 1993GoodVery GoodVery GoodVery Good1800096.7
September 1992GoodVery GoodVery GoodVery Good1631096.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.9,0818,99661240
Steel Protective Coatingsq. ft.99,48292,6096,67010697
Deck
Reinforced Concrete Decksq. ft.64,29663,2958002010
Wearing Surfacessq. ft.64,29363,66862320
Substructure
Reinforced Concrete Abutmentlinear ft.1811561870
Steel Pileeach9393000
Steel Protective Coatingsq. ft.1,97101,8311400
Reinforced Concrete Pier Caplinear ft.650641900
Joints
Strip Seal Jointlinear ft.36729740030
Pourable Jointlinear ft.140984200
Bearings
Elastomeric Bearingeach2041420
Fixed Bearingeach9085500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,03702,019180
Steel Protective Coatingsq. ft.7,1301,0701,0702,9332,057
Reinforced Concrete Bridge Raillinear ft.1,8241,71092211