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JAMES AVE S over MINNEHAHA CREEK

Map

Coordinates:
+44.91048, -93.30102
44°54'38" N, 93°18'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JAMES AVE S over MINNEHAHA CREEK
Structure number:27A14
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:39.4 ft. [12.0 m]
Total length:42.7 ft. [13.0 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:57.4 ft. [17.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1993
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:Slab [01]
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:1,013 [as of 2013]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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: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]
Sufficiency rating:96.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodGoodGoodGood101396.9
July 2017GoodGoodGoodGood101396.9
July 2016GoodGoodGoodGood101396.9
July 2015GoodGoodGoodGood101396.9
July 2014GoodGoodGoodGood101398.9
July 2013GoodGoodGoodGood101398.9
August 2012GoodGoodGoodGood77199.9
July 2011GoodGoodVery GoodVery Good77199.9
August 2010GoodGoodVery GoodVery Good77199.9
June 2009GoodGoodVery GoodVery Good77196.9
August 2008GoodGoodVery GoodVery Good77196.9
June 2007GoodGoodVery GoodVery Good74199.9
July 2006GoodVery GoodVery GoodVery Good94099.9
July 2005GoodVery GoodVery GoodVery Good94099.9
July 2004GoodVery GoodVery GoodVery Good94099.9
September 2003GoodVery GoodVery GoodVery Good94099.9
September 2002GoodExcellentExcellentExcellent500100.0
September 2001GoodExcellentExcellentExcellent500100.0
August 2000GoodExcellentExcellentExcellent50099.0
August 1999GoodExcellentExcellentExcellent50099.0
July 1998GoodExcellentExcellentExcellent50099.0
July 1997GoodExcellentExcellentExcellent50098.0
September 1996GoodExcellentExcellentExcellent50098.0
August 1995GoodExcellentExcellentExcellent50098.0
August 1994GoodExcellentExcellentExcellent50098.0
September 1993GoodExcellentExcellentExcellent50098.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.158158000
Joints
Pourable Jointlinear ft.118011800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7979000
Steel Protective Coatingsq. ft.352035200
Reinforced Concrete Bridge Raillinear ft.7979000
Deck
Reinforced Concrete Slabsq. ft.2,4352,435000
Wearing Surfacessq. ft.1,3561,356000