TH 960D over US 169


+44.16994, -94.00503
44°10'12" N, 94°00'18" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TH 960D over US 169
Structure number:52009
Location:1.6 MI S OF JCT TH 14
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:73.8 ft. [22.5 m]
Total length:147.6 ft. [45.0 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:106.3 ft. [32.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1985
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:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,000 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:88.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactoryGood2100088.5
August 2015FairSatisfactorySatisfactoryGood2100089.9
August 2013GoodGoodGoodGood2100090.9
August 2011GoodGoodGoodGood2700090.3
August 2009GoodGoodGoodGood2700090.3
August 2007GoodGoodGoodGood2700090.3
August 2005GoodGoodGoodGood2700090.3
July 2003GoodGoodVery GoodVery Good1970091.0
January 2001GoodVery GoodVery GoodVery Good1380096.7
November 1999GoodVery GoodVery GoodVery Good1530096.5
November 1998GoodVery GoodVery GoodVery Good1380096.7
December 1997GoodVery GoodVery GoodVery Good1380096.3
October 1995GoodVery GoodVery GoodVery Good1380094.0
November 1994GoodVery GoodVery GoodVery Good1380094.0
November 1993GoodVery GoodVery GoodVery Good1380094.0
November 1991GoodVery GoodVery GoodVery Good2050093.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.3082486000
Strip Seal Jointlinear ft.22011011000
Pourable Jointlinear ft.22000110110
Elastomeric Bearingeach1919000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.288288000
Steel Protective Coatingsq. ft.684068400
Reinforced Concrete Bridge Raillinear ft.2882682000
Reinforced Concrete Slabsq. ft.15,69015,689100
Wearing Surfacessq. ft.11,80811,67013800