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QUEEN AVE N over SHINGLE CREEK

Map

Coordinates:
+45.04982, -93.31002
45°02'59" N, 93°18'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:QUEEN AVE N over SHINGLE CREEK
Structure number:27507
Location:0.4 MI N OF 49TH AVE N
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:37.1 ft. [11.3 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:37°
Owner:City or Municipal Highway Agency [04]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,006 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.4 tons [43.1 metric tons]
Inventory rating:28.4 tons [25.8 metric tons]
Sufficiency rating:93.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201693.4GoodGoodGoodGood-1006
July 201593.4FairSatisfactorySatisfactoryGood-1006
August 201494.4FairSatisfactoryGoodGood-1000
July 201394.9FairSatisfactoryGoodGood-800
August 201294.9FairSatisfactoryGoodGood-800
July 201194.3FairSatisfactorySatisfactorySatisfactory-800
September 201094.2GoodGoodGoodGood-800
August 200992.2GoodGoodGoodGood-800
July 200892.2GoodGoodGoodGood-789
June 200794.2GoodGoodGoodGood-500
August 200694.2GoodGoodGoodGood-500
July 200594.1GoodGoodGoodGood-1000
July 200494.1GoodGoodGoodGood-1000
September 200394.1GoodGoodGoodGood-900
September 200293.1GoodGoodGoodGood-1650
August 200198.8GoodGoodGoodGood-1650
August 200091.8GoodGoodGoodGood-1650
August 199991.8GoodGoodGoodGood-1650
August 199891.8GoodGoodGoodGood-1650
July 199783.9GoodGoodGoodGood-1100
September 199683.9GoodGoodGoodGood-1100
August 199592.5GoodGoodGoodGood-880
August 199492.5GoodGoodGoodGood-890
September 199392.5GoodGoodGoodGood-890
September 199292.5GoodVery GoodGoodGood-935