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MINNEHAHA PARKWAY over MINNEHAHA CRK

Map

Coordinates:
+44.91095, -93.29848
44°54'39" N, 93°17'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MINNEHAHA PARKWAY over MINNEHAHA CRK
Structure number:27A20
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:47.9 ft. [14.6 m]
Total length:53.5 ft. [16.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:51.5 ft. [15.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,505 [as of 2018]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Sufficiency rating:98.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodGoodGoodVery Good150598.9
July 2017GoodGoodGoodVery Good322097.7
July 2016GoodGoodGoodVery Good322097.7
July 2015GoodGoodVery GoodVery Good322097.7
July 2014GoodGoodVery GoodVery Good322097.7
August 2013GoodGoodVery GoodVery Good230797.8
September 2012GoodGoodVery GoodVery Good230797.8
August 2011GoodGoodVery GoodVery Good230797.8
September 2010GoodGoodVery GoodVery Good230797.8
August 2009GoodGoodVery GoodVery Good230794.8
August 2008GoodGoodVery GoodVery Good230794.8
July 2007GoodGoodVery GoodVery Good230197.8
July 2006GoodVery GoodVery GoodVery Good100099.9
July 2005GoodVery GoodVery GoodVery Good100099.9
July 2004GoodVery GoodVery GoodVery Good100099.9
September 2003GoodVery GoodVery GoodVery Good100099.9
September 2002GoodExcellentExcellentExcellent100099.9
September 2001GoodExcellentExcellentExcellent100099.9
August 2000GoodExcellentExcellentExcellent100098.9
September 1999GoodExcellentExcellentExcellent100098.9
September 1998GoodExcellentExcellentExcellent100098.9
August 1997GoodExcellentExcellentExcellent100098.0
October 1996GoodExcellentExcellentExcellent100098.0
September 1995GoodExcellentExcellentExcellent100097.9
September 1994GoodExcellentExcellentExcellent100097.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.148148000
Joints
Compression Jointlinear ft.102010200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.151767500
Steel Protective Coatingsq. ft.311031100
Reinforced Concrete Bridge Raillinear ft.151767500
Deck
Reinforced Concrete Slabsq. ft.2,7552,755000
Wearing Surfacessq. ft.1,7111,711000