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CSAH 152 (CEDAR) over CSAH 122 (WASHINGTON)

Map

Coordinates:
+44.97176, -93.24723
44°58'18" N, 93°14'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 152 (CEDAR) over CSAH 122 (WASHINGTON)
Structure number:27030
Location:0.2 MI E OF JCT TH 35W
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:67.9 ft. [20.7 m]
Total length:141.1 ft. [43.0 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:82.4 ft. [25.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:13°
Owner:County Highway Agency [02]
Year built:1968
Year reconstructed:2011
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:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,500 [as of 2008]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactoryGood1150098.0
August 2015FairSatisfactorySatisfactoryGood1520099.0
August 2013FairGoodSatisfactoryGood1520099.0
November 2011FairGoodSatisfactoryGood1520099.0
August 2009FairFairSatisfactorySatisfactory1520084.8
November 2007FairFairSatisfactorySatisfactory1520084.8
November 2005FairFairSatisfactorySatisfactory1520084.8
November 2003FairFairSatisfactorySatisfactory1710084.8
November 2001FairFairGoodGood2500084.8
October 2000FairFairGoodGood2500083.6
September 1999FairSatisfactoryGoodGood2400084.6
November 1997GoodGoodGoodGood2400083.0
September 1995GoodGoodGoodGood1840084.0
June 1994GoodGoodGoodGood1900084.0
October 1993GoodGoodGoodGood1824084.0
February 1993GoodGoodGoodGood1824098.0
November 1991GoodVery GoodGoodGood2280098.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach30030
Reinforced Concrete Abutmentlinear ft.2171902160
Joints
Compression Jointlinear ft.22100111110
Bearings
Movable Bearingeach1611320
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.350347300
Steel Protective Coatingsq. ft.1,5751,31825052
Reinforced Concrete Bridge Raillinear ft.350345500
Deck
Reinforced Concrete Slabsq. ft.12,0975,3226,5502250
Wearing Surfacessq. ft.9,26809,26800