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I 35W over E Lake St

Map 

Coordinates:
+44.94834, -93.27461
44°56'54" N, 93°16'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 35W over E Lake St
Structure number:9733
Location:1.4 MI S OF JCT TH 94
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:81.4 ft. [24.8 m]
Total length:144.7 ft. [44.1 m]
Roadway width between curbs:148.0 ft. [45.1 m]
Deck width edge-to-edge:166.3 ft. [50.7 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1966
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:192,000 [as of 2004]
Truck traffic:4% of total traffic
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: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:95.2 tons [86.5 metric tons]
Inventory rating:41.4 tons [37.6 metric tons]
Sufficiency rating:85.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$324,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201585.0Not deficientGoodGoodSatisfactory192000
July 201374.0Not deficientGoodFairSatisfactory192000
August 201185.0Not deficientGoodGoodSatisfactory192000
October 200985.0Not deficientGoodGoodSatisfactory192000
October 200885.0Not deficientGoodGoodSatisfactory192000
September 200785.0Not deficientGoodGoodSatisfactory192000
November 200685.0Not deficientGoodGoodSatisfactory192000
July 200585.0Not deficientGoodGoodSatisfactory192000
September 200485.0Not deficientGoodGoodSatisfactory184000
August 200385.0Not deficientGoodGoodSatisfactory184000
November 200285.0Not deficientGoodGoodSatisfactory170000
August 200085.0Not deficientVery GoodGoodSatisfactory170000
November 199985.0Not deficientVery GoodGoodSatisfactory170000
October 199885.0Not deficientVery GoodGoodSatisfactory170000
October 199790.0Not deficientVery GoodGoodSatisfactory170000
January 199790.0Not deficientGoodGoodSatisfactory170000
May 199585.0Not deficientExcellentGoodSatisfactory177000
September 199382.0Structurally deficientPoorGoodSatisfactory177000
October 199282.0Structurally deficientPoorGoodSatisfactory172000
December 199147.5Structurally deficientPoorPoorSatisfactory172000