US 169 over US 169 RAMP


+44.16723, -94.01363
44°10'02" N, 94°00'49" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 169 over US 169 RAMP
Structure number:52012
Location:2.2 MI S OF JCT TH 14
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:90.2 ft. [27.5 m]
Total length:95.1 ft. [29.0 m]
Roadway width between curbs:100.1 ft. [30.5 m]
Deck width edge-to-edge:113.9 ft. [34.7 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
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: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:21,500 [as of 2017]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:93.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodGoodVery GoodGood2150093.0
August 2016GoodGoodGoodGood2000093.0
August 2014GoodGoodGoodGood2000093.0
August 2012GoodGoodGoodGood2000093.0
July 2011GoodGoodGoodGood2000093.0
July 2010GoodGoodGoodGood2000093.0
July 2009GoodGoodGoodGood2000093.0
August 2008GoodGoodGoodGood2000093.0
July 2007GoodGoodGoodGood2000093.0
September 2006GoodGoodGoodGood2000093.0
September 2005GoodGoodGoodGood2000093.0
September 2004GoodGoodVery GoodVery Good1800093.0
August 2002GoodGoodVery GoodVery Good1820093.0
August 2001GoodVery GoodVery GoodVery Good1820093.0
October 1999GoodExcellentExcellentExcellent1360093.0
October 1998GoodExcellentExcellentExcellent1820093.0
June 1997GoodExcellentExcellentExcellent1820093.0
November 1996GoodExcellentExcellentExcellent1310093.0
October 1995GoodExcellentExcellentExcellent1310091.0
November 1994GoodExcellentExcellentExcellent1060089.0
December 1993GoodExcellentExcellentExcellent1060089.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,1901,190000
Reinforced Concrete Decksq. ft.10,83510,835000
Wearing Surfacessq. ft.9,5379,4904700
Reinforced Concrete Abutmentlinear ft.327318900
Strip Seal Jointlinear ft.227227000
Pourable Jointlinear ft.478004780
Elastomeric Bearingeach1313000
Fixed Bearingeach1313000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.65838027260