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

Map

Coordinates:
+44.97903, -93.24516
44°58'45" N, 93°14'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 35W SB over MISS R, W R PKWY, RD; RR
Structure number:27409
Location:1.0 MI NE OF JCT TH94
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:505.3 ft. [154.0 m]
Total length:1220.5 ft. [372.0 m]
Roadway width between curbs:88.6 ft. [27.0 m]
Deck width edge-to-edge:91.9 ft. [28.0 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:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
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:81.0
Estimated cost of work:$1,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodGoodGoodGood8400081.0
October 2017GoodGoodGoodGood7000081.0
October 2016GoodVery GoodVery GoodVery Good7000081.0
October 2015GoodVery GoodVery GoodVery Good7000081.0
October 2014GoodVery GoodVery GoodVery Good7000081.0
October 2013GoodVery GoodVery GoodVery Good7000081.0
October 2012GoodVery GoodVery GoodVery Good7000025.7
October 2011GoodVery GoodVery GoodVery Good7000025.7
October 2010GoodVery GoodVery GoodVery Good7000025.7
September 2009GoodVery GoodVery GoodVery Good7000022.0
September 2008GoodExcellentExcellentExcellent15400028.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.2,4402,4053500
Deck
Prestressed Concrete Top Flangesq. ft.110,117109,98713000
Wearing Surfacessq. ft.106,163100,7855,360180
Substructure
Reinforced Concrete Pier Walllinear ft.9688620
Reinforced Concrete Abutmentlinear ft.1921781040
Joints
Pourable Jointlinear ft.1841470370
Assembly with Sealeach175175000
Bearings
Disk Bearingeach2626000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,0791,079000
Steel Protective Coatingsq. ft.2,1582,1362200
Reinforced Concrete Bridge Raillinear ft.2,5202,11240620