I 94 over Cedar Ave


+44.96567, -93.24726
44°57'56" N, 93°14'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 94 over Cedar Ave
Structure number:27863
Location:0.2 MI E OF JCT TH 55
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:78.7 ft. [24.0 m]
Total length:170.3 ft. [51.9 m]
Roadway width between curbs:112.9 ft. [34.4 m]
Deck width edge-to-edge:122.4 ft. [37.3 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:1992
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:3
Main spans material:Steel continuous [4]
Main spans 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: August 2014 

Status:Open, no restriction [A]
Average daily traffic:148,000 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:60.0 tons [54.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:79.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201479.0Not deficientGoodGoodSatisfactory148000
August 201279.0Not deficientGoodGoodSatisfactory148000
July 201079.0Not deficientGoodGoodSatisfactory148000
October 200879.0Not deficientGoodGoodSatisfactory148000
November 200779.0Not deficientGoodGoodSatisfactory148000
October 200679.0Not deficientGoodGoodSatisfactory148000
December 200579.0Not deficientGoodSatisfactorySatisfactory148000
August 200479.0Not deficientGoodSatisfactorySatisfactory159000
November 200379.0Not deficientGoodSatisfactorySatisfactory159000
July 200279.0Not deficientGoodSatisfactorySatisfactory151000
June 200179.0Not deficientGoodSatisfactorySatisfactory151000
January 200179.0Not deficientGoodSatisfactorySatisfactory151000
October 199979.0Not deficientVery GoodSatisfactorySatisfactory151000
July 199879.0Not deficientVery GoodGoodSatisfactory151000
November 199784.4Not deficientVery GoodGoodSatisfactory151000
December 199684.4Not deficientVery GoodGoodSatisfactory151000
September 199580.7Not deficientVery GoodGoodSatisfactory140000
October 199487.8Not deficientVery GoodGoodSatisfactory121000
October 199387.8Not deficientVery GoodGoodSatisfactory121000
October 199288.6Not deficientExcellentGoodSatisfactory111000
July 199185.3Structurally deficientPoorSatisfactorySatisfactory111000