US 169 RAMP over US 169 RAMPS


+44.16745, -94.01366
44°10'03" N, 94°00'49" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 169 RAMP over US 169 RAMPS
Structure number:52011
Location:2.2 MI S OF JCT TH 14
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:95.5 ft. [29.1 m]
Total length:100.7 ft. [30.7 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:1992
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:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
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:2,000 [as of 1994]
Deck condition:Very Good [8 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:Equal to present minimum criteria [6]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:99.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodVery GoodGoodGood200099.8
July 2016GoodGoodGoodGood200099.8
July 2014GoodGoodGoodGood200099.8
July 2012GoodGoodGoodGood200099.8
July 2011GoodGoodGoodGood200099.8
July 2010GoodGoodGoodGood200099.8
July 2009GoodGoodGoodGood200099.8
August 2008GoodGoodGoodGood200099.8
July 2007GoodGoodGoodGood200099.8
September 2006GoodVery GoodGoodGood200099.8
September 2005GoodVery GoodGoodGood200099.8
September 2004GoodVery GoodVery GoodVery Good200099.8
August 2002GoodVery GoodVery GoodVery Good200099.8
January 2001GoodExcellentExcellentExcellent200099.8
October 1999GoodExcellentExcellentExcellent20000.0
October 1998GoodExcellentExcellentExcellent200099.8
June 1997GoodExcellentExcellentExcellent200099.9
November 1996GoodExcellentExcellentExcellent200099.9
October 1995GoodExcellentExcellentExcellent200097.9
November 1994GoodExcellentExcellentExcellent200097.9
December 1993GoodExcellentExcellentExcellent200097.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.3873691800
Reinforced Concrete Decksq. ft.2,6312,631000
Wearing Surfacessq. ft.2,2932,293000
Reinforced Concrete Abutmentlinear ft.106103300
Strip Seal Jointlinear ft.5757000
Pourable Jointlinear ft.48304140
Elastomeric Bearingeach44000
Fixed Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2001722800