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CEDAR LAKE ROAD over CP RAIL; BASSETT CREEK

Map

Coordinates:
+44.97672, -93.30356
44°58'36" N, 93°18'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CEDAR LAKE ROAD over CP RAIL; BASSETT CREEK
Structure number:27650
Location:0.4 MI SW OF JCT CSAH 40
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Local (Urban) [19]
Length of largest span:49.9 ft. [15.2 m]
Total length:103.7 ft. [31.6 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance below bridge:21.3 ft. [6.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1982
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:Steel [3]
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,080 [as of 2013]
Deck condition:Good [7 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: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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:62.5 tons [56.8 metric tons]
Inventory rating:37.3 tons [33.9 metric tons]
Sufficiency rating:86.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201686.8FairGoodFairGood-2080
May 201586.8FairGoodFairGood-2080
May 201486.8FairGoodFairGood-2080
June 201387.8FairGoodFairGood-1600
June 201298.9GoodGoodGoodVery Good-1600
June 201198.9GoodVery GoodGoodVery Good-1600
May 201098.9GoodVery GoodGoodVery Good-1600
May 200996.9GoodVery GoodVery GoodVery Good-1600
June 200896.8GoodVery GoodVery GoodVery Good-1717
May 200798.8GoodVery GoodVery GoodVery Good-1900
May 200698.8GoodVery GoodVery GoodVery Good-1900
June 200598.8GoodVery GoodVery GoodVery Good-2000
June 200498.8GoodVery GoodVery GoodVery Good-2000
May 200398.8GoodVery GoodVery GoodVery Good-2000
July 200297.7GoodVery GoodVery GoodVery Good-3200
May 200198.7GoodVery GoodVery GoodVery Good-3200
April 200096.7GoodVery GoodVery GoodVery Good-3200
April 199996.7GoodVery GoodVery GoodVery Good-3200
May 199896.7GoodVery GoodVery GoodVery Good-3200
May 199795.9GoodVery GoodVery GoodVery Good-2200
July 199695.9GoodVery GoodVery GoodVery Good-2200
May 199596.9GoodVery GoodVery GoodVery Good-1890
June 199496.9GoodVery GoodVery GoodVery Good-1890
July 199396.9GoodVery GoodVery GoodVery Good-1890
June 199295.8GoodVery GoodVery GoodVery Good-2385