I 35W over E 31St St


+44.94666, -93.27460
44°56'48" N, 93°16'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 35W over E 31St St
Structure number:9731
Location:1.5 MI S OF JCT TH 94
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:65.9 ft. [20.1 m]
Total length:128.6 ft. [39.2 m]
Roadway width between curbs:135.5 ft. [41.3 m]
Deck width edge-to-edge:141.4 ft. [43.1 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:191,000 [as of 2006]
Truck traffic:4% of total traffic
Deck condition:Good [7 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:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:79.0 tons [71.8 metric tons]
Inventory rating:52.1 tons [47.4 metric tons]
Sufficiency rating:85.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,735,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201585.0Not deficientGoodSatisfactoryGood191000
July 201385.0Not deficientGoodSatisfactoryGood191000
August 201185.0Not deficientGoodSatisfactoryGood191000
October 200985.0Not deficientGoodSatisfactoryGood191000
September 200885.0Not deficientGoodSatisfactoryGood207000
September 200785.0Not deficientGoodSatisfactoryGood207000
November 200685.0Not deficientGoodSatisfactoryGood207000
July 200585.0Not deficientGoodSatisfactoryGood207000
September 200485.0Not deficientGoodSatisfactoryGood203000
August 200385.0Not deficientGoodSatisfactoryGood203000
December 200285.0Not deficientGoodSatisfactoryGood170000
November 200185.0Not deficientGoodSatisfactoryGood170000
August 200085.0Not deficientVery GoodSatisfactoryGood170000
November 199985.0Not deficientVery GoodSatisfactoryVery Good170000
October 199885.0Not deficientGoodSatisfactoryVery Good170000
October 199790.0Not deficientVery GoodSatisfactoryVery Good170000
January 199790.0Not deficientExcellentSatisfactoryVery Good170000
May 199558.0Structurally deficientExcellentSatisfactoryPoor177000
November 199354.2Structurally deficientPoorSatisfactoryPoor177000
October 199254.2Structurally deficientPoorSatisfactoryPoor172000
July 199155.0Structurally deficientPoorPoorPoor172000