2nd ST NE over BNSF RR


+44.98950, -93.25918
44°59'22" N, 93°15'33" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:2nd ST NE over BNSF RR
Structure number:92351
Location:0.2 MI N OF HENN AVE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:56.4 ft. [17.2 m]
Total length:60.4 ft. [18.4 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1893
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,390 [as of 2017]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:84.4
Estimated cost of work:$286,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodGoodSatisfactory339084.4
June 2017FairGoodGoodSatisfactory339084.4
May 2016GoodGoodGoodGood389084.3
May 2015GoodGoodGoodGood389083.3
May 2014GoodGoodGoodGood389083.3
June 2013GoodGoodGoodGood580079.3
June 2012GoodGoodVery GoodGood580079.3
May 2011GoodGoodVery GoodGood580079.3
May 2010GoodGoodVery GoodGood580079.3
May 2009GoodGoodVery GoodGood580077.3
June 2008GoodGoodVery GoodGood588877.3
May 2007GoodGoodVery GoodGood360083.3
May 2006GoodVery GoodVery GoodVery Good360083.3
June 2005GoodVery GoodVery GoodVery Good330083.4
June 2004GoodVery GoodVery GoodVery Good330083.4
May 2003GoodVery GoodVery GoodVery Good220083.5
June 2002GoodVery GoodVery GoodVery Good220083.5
May 2001GoodVery GoodVery GoodVery Good220085.5
April 2000GoodVery GoodVery GoodVery Good220082.5
April 1999GoodVery GoodVery GoodVery Good220082.5
May 1998GoodVery GoodVery GoodVery Good220082.5
April 1997GoodVery GoodVery GoodVery Good270081.6
June 1996GoodVery GoodVery GoodVery Good270081.6
May 1995GoodVery GoodVery GoodVery Good240081.5
May 1994GoodVery GoodVery GoodVery Good219081.5
May 1993GoodVery GoodVery GoodVery Good219081.5
May 1992GoodVery GoodVery GoodVery Good238081.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Masonry Abutmentlinear ft.141014100
Strip Seal Jointlinear ft.141071070
Elastomeric Bearingeach88000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.121012100
Steel Protective Coatingsq. ft.726072600
Reinforced Concrete Bridge Raillinear ft.121012100
Reinforced Concrete Slabsq. ft.4,23504,23500
Wearing Surfacessq. ft.3,14303,14300