I 35W NB over MISS R, W R PKWY, RD; RR


+44.97898, -93.24460
44°58'44" N, 93°14'41" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 35W NB over MISS R, W R PKWY, RD; RR
Structure number:27410
Location:1.0 MI NE OF JCT TH 94
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:498.4 ft. [151.9 m]
Total length:1227.8 ft. [374.2 m]
Roadway width between curbs:86.9 ft. [26.5 m]
Deck width edge-to-edge:90.2 ft. [27.5 m]
Vertical clearance below bridge:39.4 ft. [12.0 m]
Owner:State Highway Agency [01]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Segmental box girder [21]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:84,000 [as of 2017]
Truck traffic:4% 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:83.0
Estimated cost of work:$1,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodGoodVery GoodGood8400083.0
October 2017GoodGoodVery GoodGood7000083.0
October 2016GoodVery GoodVery GoodVery Good7000083.0
October 2015GoodVery GoodVery GoodVery Good7000083.0
September 2014GoodVery GoodVery GoodVery Good7000083.0
October 2013GoodVery GoodVery GoodVery Good7000083.0
October 2012GoodVery GoodVery GoodVery Good7000027.7
October 2011GoodVery GoodVery GoodVery Good7000027.7
October 2010GoodVery GoodVery GoodVery Good7000027.7
September 2009GoodExcellentExcellentExcellent7000024.0
September 2008GoodExcellentExcellentExcellent15400028.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.2,4572,4381900
Prestressed Concrete Top Flangesq. ft.112,630112,49413420
Wearing Surfacessq. ft.106,813101,4815,33020
Reinforced Concrete Pier Walllinear ft.126319500
Reinforced Concrete Abutmentlinear ft.207195840
Pourable Jointlinear ft.1801440360
Assembly with Sealeach180180000
Disk Bearingeach2828000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,0791,079000
Steel Protective Coatingsq. ft.2,1582,1382000
Reinforced Concrete Bridge Raillinear ft.2,5362,13040600