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49TH AVE N over SHINGLE CREEK

Map 

Coordinates:
+45.04393, -93.29921
45°02'38" N, 93°17'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:49TH AVE N over SHINGLE CREEK
Structure number:27514
Location:0.1 MI W OF HUMBOLDT AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:30.8 ft. [9.4 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:13°
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:MS 18 / HS 20 [5]
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:Low slump Concrete [4]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:6,280 [as of 2013]
Deck condition:Fair [5 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:44.3 tons [40.3 metric tons]
Inventory rating:26.5 tons [24.1 metric tons]
Sufficiency rating:79.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201579.5Not deficientFairFairGood6280
August 201498.4Not deficientFairGoodGood6280
July 201399.6Not deficientSatisfactoryGoodGood4600
August 201299.6Not deficientSatisfactoryGoodGood4600
July 201199.6Not deficientGoodGoodGood4600
September 201099.6Not deficientGoodGoodGood4600
August 200997.6Not deficientGoodGoodGood4600
July 200897.5Not deficientGoodGoodGood5032
June 200799.6Not deficientGoodGoodGood4800
August 200699.6Not deficientGoodGoodGood4800
July 200599.5Not deficientGoodGoodGood4900
July 200499.5Not deficientGoodGoodGood4900
September 200399.5Not deficientGoodGoodGood5800
September 200299.5Not deficientGoodGoodGood5800
August 200199.5Not deficientGoodGoodGood5800
August 200098.5Not deficientGoodGoodGood5800
200098.5Not deficientGoodGoodGood5800
August 199898.5Not deficientGoodGoodGood5800
July 199795.9Not deficientGoodGoodGood5500
September 199695.9Not deficientGoodGoodGood5500
August 199597.6Not deficientGoodGoodGood5710
August 199497.6Not deficientGoodGoodGood5700
September 199397.6Not deficientGoodGoodGood5580
September 199297.5Not deficientGoodGoodGood6380