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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 2015 

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:63.4 tons [57.6 metric tons]
Inventory rating:38.1 tons [34.6 metric tons]
Sufficiency rating:86.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201586.8Not deficientGoodFairGood2080
May 201486.8Not deficientGoodFairGood2080
June 201387.8Not deficientGoodFairGood1600
June 201298.9Not deficientGoodGoodVery Good1600
June 201198.9Not deficientVery GoodGoodVery Good1600
May 201098.9Not deficientVery GoodGoodVery Good1600
May 200996.9Not deficientVery GoodVery GoodVery Good1600
June 200896.8Not deficientVery GoodVery GoodVery Good1717
May 200798.8Not deficientVery GoodVery GoodVery Good1900
May 200698.8Not deficientVery GoodVery GoodVery Good1900
June 200598.8Not deficientVery GoodVery GoodVery Good2000
June 200498.8Not deficientVery GoodVery GoodVery Good2000
May 200398.8Not deficientVery GoodVery GoodVery Good2000
July 200297.7Not deficientVery GoodVery GoodVery Good3200
May 200198.7Not deficientVery GoodVery GoodVery Good3200
April 200096.7Not deficientVery GoodVery GoodVery Good3200
200096.7Not deficientVery GoodVery GoodVery Good3200
May 199896.7Not deficientVery GoodVery GoodVery Good3200
May 199795.9Not deficientVery GoodVery GoodVery Good2200
July 199695.9Not deficientVery GoodVery GoodVery Good2200
May 199596.9Not deficientVery GoodVery GoodVery Good1890
June 199496.9Not deficientVery GoodVery GoodVery Good1890
July 199396.9Not deficientVery GoodVery GoodVery Good1890
June 199295.8Not deficientVery GoodVery GoodVery Good2385