Portland Ave over TH 62


+44.89069, -93.26784
44°53'26" N, 93°16'04" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Portland Ave over TH 62
Structure number:7269
Location:0.4 MI E OF E JCT TH 35W
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:74.2 ft. [22.6 m]
Total length:152.2 ft. [46.4 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:64.3 ft. [19.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1963
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,300 [as of 2005]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:79.0
Estimated cost of work:$999,999,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairVery GoodSatisfactorySatisfactory1630079.0
August 2015FairVery GoodSatisfactorySatisfactory1630079.0
August 2013FairVery GoodSatisfactorySatisfactory1630079.0
August 2011FairVery GoodSatisfactorySatisfactory1630078.0
August 2010FairFairSatisfactorySatisfactory1630079.0
October 2008FairFairSatisfactorySatisfactory1630079.0
August 2007FairFairSatisfactorySatisfactory1630079.0
June 2006FairFairSatisfactorySatisfactory1630079.0
July 2005FairSatisfactorySatisfactorySatisfactory1840080.0
December 2004FairSatisfactorySatisfactorySatisfactory1840080.0
July 2003FairSatisfactorySatisfactorySatisfactory1590080.0
December 2001FairSatisfactorySatisfactorySatisfactory1590078.0
December 2000FairSatisfactorySatisfactorySatisfactory1590078.0
November 1999FairSatisfactorySatisfactorySatisfactory1590078.0
May 1998FairSatisfactorySatisfactorySatisfactory1590078.0
October 1996FairSatisfactoryGoodSatisfactory1320075.5
October 1995FairSatisfactoryGoodSatisfactory1320075.4
October 1994FairSatisfactoryVery GoodSatisfactory1650074.7
May 1993FairSatisfactoryVery GoodSatisfactory1650074.7
August 1992FairGoodVery GoodSatisfactory1550070.6
July 1991FairGoodVery GoodSatisfactory1550070.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,21630491200
Steel Protective Coatingsq. ft.12,25006,1263,0623,062
Reinforced Concrete Decksq. ft.9,7939,7039000
Wearing Surfacessq. ft.7,9227,922000
Reinforced Concrete Columneach30300
Reinforced Concrete Abutmentlinear ft.147559200
Reinforced Concrete Pier Caplinear ft.6459500
Strip Seal Jointlinear ft.128012800
Pourable Jointlinear ft.282002820
Elastomeric Bearingeach1601600
Fixed Bearingeach80800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4283745400
Steel Protective Coatingsq. ft.1,9261,69600230
Reinforced Concrete Bridge Raillinear ft.4273626500