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LOGAN AVE S over MINNEHAHA CREEK

Map

Coordinates:
+44.91054, -93.30357
44°54'38" N, 93°18'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LOGAN AVE S over MINNEHAHA CREEK
Structure number:27A02
Location:0.1 MI S OF W 50TH ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:44.0 ft. [13.4 m]
Total length:94.2 ft. [28.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1992
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:954 [as of 2013]
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: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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:53.7 tons [48.8 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:94.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201694.3FairSatisfactorySatisfactoryGood-954
July 201596.0FairSatisfactorySatisfactoryGood-954
July 201496.0FairSatisfactoryGoodGood-954
July 201396.0FairSatisfactoryGoodGood-954
August 201296.0GoodGoodGoodGood-900
July 201196.0GoodGoodVery GoodVery Good-900
August 201096.0GoodGoodVery GoodVery Good-900
July 200993.0GoodGoodVery GoodVery Good-900
August 200893.0GoodGoodVery GoodVery Good-900
June 200796.0GoodGoodVery GoodVery Good-860
July 200696.0GoodVery GoodVery GoodVery Good-939
July 200596.0GoodVery GoodVery GoodVery Good-939
July 200496.0GoodVery GoodVery GoodVery Good-939
September 200396.0GoodVery GoodVery GoodVery Good-939
September 200299.8GoodExcellentExcellentExcellent-550
September 200199.8GoodExcellentExcellentExcellent-550
August 200098.6GoodExcellentExcellentExcellent-550
August 199998.6GoodExcellentExcellentExcellent-550
July 199898.6GoodExcellentExcellentExcellent-550
July 199798.0GoodExcellentExcellentExcellent-550
September 199698.0GoodExcellentExcellentExcellent-550
August 199598.0GoodExcellentExcellentExcellent-550
August 199498.0GoodExcellentExcellentExcellent-550
September 199398.0GoodExcellentExcellentExcellent-550