Share:

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:86.0 ft. [26.2 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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:1,006 [as of 2015]
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]
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. ratingEvaluationDeckSuper.Sub.ADT
July 201593.4Not deficientSatisfactorySatisfactoryGood1006
August 201494.4Not deficientSatisfactoryGoodGood1000
July 201394.9Not deficientSatisfactoryGoodGood800
August 201294.9Not deficientSatisfactoryGoodGood800
July 201194.3Not deficientSatisfactorySatisfactorySatisfactory800
September 201094.2Not deficientGoodGoodGood800
August 200992.2Not deficientGoodGoodGood800
July 200892.2Not deficientGoodGoodGood789
June 200794.2Not deficientGoodGoodGood500
August 200694.2Not deficientGoodGoodGood500
July 200594.1Not deficientGoodGoodGood1000
July 200494.1Not deficientGoodGoodGood1000
September 200394.1Not deficientGoodGoodGood900
September 200293.1Not deficientGoodGoodGood1650
August 200198.8Not deficientGoodGoodGood1650
August 200091.8Not deficientGoodGoodGood1650
200091.8Not deficientGoodGoodGood1650
August 199891.8Not deficientGoodGoodGood1650
July 199783.9Not deficientGoodGoodGood1100
September 199683.9Not deficientGoodGoodGood1100
August 199592.5Not deficientGoodGoodGood880
August 199492.5Not deficientGoodGoodGood890
September 199392.5Not deficientGoodGoodGood890
September 199292.5Not deficientVery GoodGoodGood935