US 169 RAMP over US 169; RAMP


+44.16747, -94.01629
44°10'03" N, 94°00'59" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 169 RAMP over US 169; RAMP
Structure number:52008
Location:2.2 MI S OF JCT TH 14
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:73.2 ft. [22.3 m]
Total length:77.8 ft. [23.7 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:17°
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:2,800 [as of 1994]
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:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:95.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodGoodGoodGood280095.7
July 2016GoodGoodGoodGood280095.7
July 2014GoodGoodGoodGood280095.7
July 2012GoodGoodGoodGood280095.7
July 2011GoodGoodGoodGood280095.7
July 2010GoodGoodGoodGood280095.7
July 2009GoodGoodGoodGood280095.7
August 2008GoodGoodGoodGood280095.7
July 2007GoodGoodGoodGood280095.7
September 2006GoodGoodGoodGood280095.7
September 2005GoodGoodGoodGood280095.7
October 2004GoodVery GoodVery GoodVery Good280095.7
August 2002GoodVery GoodVery GoodVery Good280095.7
January 2001GoodExcellentExcellentExcellent280095.7
October 1999GoodExcellentExcellentExcellent30000.0
October 1998GoodExcellentExcellentExcellent280095.7
June 1997GoodExcellentExcellentExcellent280095.9
November 1996GoodExcellentExcellentExcellent280095.9
October 1995GoodExcellentExcellentExcellent280095.8
November 1994GoodExcellentExcellentExcellent280095.8
December 1993GoodExcellentExcellentExcellent280095.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.540535500
Reinforced Concrete Decksq. ft.2,9062,904200
Wearing Surfacessq. ft.1,9811,9414000
Reinforced Concrete Abutmentlinear ft.2271854200
Strip Seal Jointlinear ft.76383800
Pourable Jointlinear ft.56431300
Elastomeric Bearingeach77000
Fixed Bearingeach77000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.197197000
Steel Protective Coatingsq. ft.1,13201,13200
Reinforced Concrete Bridge Raillinear ft.1541173700