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LOGAN AVE S over MINNEHAHA CREEK

Map

Coordinates:
+44.91049, -93.30359
44°54'38" N, 93°18'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2018

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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactorySatisfactoryGood95494.3
July 2017FairSatisfactorySatisfactoryGood95494.3
July 2016FairSatisfactorySatisfactoryGood95494.3
July 2015FairSatisfactorySatisfactoryGood95496.0
July 2014FairSatisfactoryGoodGood95496.0
July 2013FairSatisfactoryGoodGood95496.0
August 2012GoodGoodGoodGood90096.0
July 2011GoodGoodVery GoodVery Good90096.0
August 2010GoodGoodVery GoodVery Good90096.0
July 2009GoodGoodVery GoodVery Good90093.0
August 2008GoodGoodVery GoodVery Good90093.0
June 2007GoodGoodVery GoodVery Good86096.0
July 2006GoodVery GoodVery GoodVery Good93996.0
July 2005GoodVery GoodVery GoodVery Good93996.0
July 2004GoodVery GoodVery GoodVery Good93996.0
September 2003GoodVery GoodVery GoodVery Good93996.0
September 2002GoodExcellentExcellentExcellent55099.8
September 2001GoodExcellentExcellentExcellent55099.8
August 2000GoodExcellentExcellentExcellent55098.6
August 1999GoodExcellentExcellentExcellent55098.6
July 1998GoodExcellentExcellentExcellent55098.6
July 1997GoodExcellentExcellentExcellent55098.0
September 1996GoodExcellentExcellentExcellent55098.0
August 1995GoodExcellentExcellentExcellent55098.0
August 1994GoodExcellentExcellentExcellent55098.0
September 1993GoodExcellentExcellentExcellent55098.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.135135000
Reinforced Concrete Abutmentlinear ft.181018100
Joints
Pourable Jointlinear ft.141014100
Bearings
Fixed Bearingeach2727000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1871276000
Steel Protective Coatingsq. ft.374037400
Reinforced Concrete Bridge Raillinear ft.1871276000
Deck
Reinforced Concrete Slabsq. ft.4,4894,489000
Wearing Surfacessq. ft.2,84202,84200