15TH ST E over TH 65; RAMPS


+44.96803, -93.26969
44°58'05" N, 93°16'11" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:15TH ST E over TH 65; RAMPS
Structure number:27840
Location:ATH THE JCT TH 65; 94
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:77.1 ft. [23.5 m]
Total length:237.9 ft. [72.5 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1966
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:4
Main spans material:Prestressed concrete [5]
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: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,500 [as of 2014]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:66.0
Estimated cost of work:$510,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactoryFair550066.0
July 2016FairSatisfactoryGoodSatisfactory540076.0
July 2014FairSatisfactoryGoodSatisfactory540076.0
July 2012FairSatisfactoryGoodSatisfactory540076.0
July 2010FairSatisfactoryGoodSatisfactory540078.0
September 2008FairSatisfactoryGoodSatisfactory540078.0
November 2007FairSatisfactoryGoodSatisfactory540076.0
November 2006FairSatisfactoryGoodSatisfactory540076.0
December 2005FairSatisfactoryGoodSatisfactory670076.0
September 2004FairSatisfactoryGoodSatisfactory670076.0
January 2004FairSatisfactorySatisfactorySatisfactory490076.0
October 2002GoodGoodGoodGood490076.0
September 2001GoodGoodGoodGood490078.0
October 2000GoodGoodGoodGood490078.0
November 1999GoodGoodGoodGood70000.0
July 1998GoodGoodGoodGood490078.0
September 1997GoodGoodGoodGood370076.8
August 1996GoodGoodGoodGood370076.8
October 1995GoodGoodGoodGood450076.6
October 1994GoodGoodGoodGood450076.6
October 1993GoodGoodGoodGood600076.4
October 1992GoodVery GoodGoodGood388576.6
July 1991GoodVery GoodGoodGood425076.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,8081,7941040
Reinforced Concrete Decksq. ft.14,82714,7774820
Wearing Surfacessq. ft.10,47310,18628070
Reinforced Concrete Columneach125070
Reinforced Concrete Abutmentlinear ft.1631283320
Reinforced Concrete Pier Caplinear ft.17830115330
Strip Seal Jointlinear ft.21201061006
Pourable Jointlinear ft.6262000
Movable Bearingeach37141580
Fixed Bearingeach2101830
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.47203121600
Steel Protective Coatingsq. ft.2,832001,4161,416
Reinforced Concrete Bridge Raillinear ft.4724571410