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I 394 EB OFF RAMP over I 94, RAMPS; SB LYNDALE

Map 

Coordinates:
+44.97431, -93.28756
44°58'28" N, 93°17'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 394 EB OFF RAMP over I 94, RAMPS; SB LYNDALE
Structure number:27794
Location:AT THE JCT TH 94; 394
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:100.1 ft. [30.5 m]
Total length:388.5 ft. [118.4 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:6,000 [as of 1994]
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:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:84.4 tons [76.7 metric tons]
Inventory rating:57.5 tons [52.3 metric tons]
Sufficiency rating:96.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,873,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201496.0Not deficientGoodGoodGood6000
July 201296.0Not deficientGoodGoodGood6000
July 201096.0Not deficientGoodGoodGood6000
August 200896.0Not deficientGoodGoodGood6000
October 200796.0Not deficientGoodGoodGood6000
November 200696.0Not deficientGoodGoodGood6000
November 200596.0Not deficientGoodGoodGood6000
September 200496.0Not deficientGoodGoodGood6000
September 200396.0Not deficientGoodGoodGood6000
July 200296.0Not deficientGoodGoodGood6000
June 200096.0Not deficientGoodGoodGood6000
20000.0Not applicableGoodGoodGood128000
July 199896.0Not deficientGoodGoodGood6000
August 199795.7Not deficientGoodGoodGood6000
October 199695.7Not deficientGoodVery GoodGood6000
October 199595.5Not deficientGoodVery GoodGood6000
September 199495.5Not deficientGoodVery GoodGood6000
October 199395.5Not deficientGoodVery GoodGood6000
October 199295.6Not deficientGoodVery GoodVery Good5425
July 199195.6Not deficientVery GoodVery GoodVery Good5425