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I 94 WB OFF RAMP over CP RAIL; CITY ST

Map 

Coordinates:
+44.96613, -93.25141
44°57'58" N, 93°15'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 94 WB OFF RAMP over CP RAIL; CITY ST
Structure number:27861
Location:0.1 MI E OF JCT TH 55
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:115.2 ft. [35.1 m]
Total length:268.1 ft. [81.7 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Skew angle:41°
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: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:Low slump Concrete [4]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:11,000 [as of 1994]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:65.3 tons [59.4 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:95.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$768,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201595.9Not deficientGoodSatisfactoryGood11000
August 201495.9Not deficientVery GoodSatisfactoryGood11000
August 201395.3Not deficientVery GoodSatisfactoryGood11000
September 201295.3Not deficientVery GoodSatisfactorySatisfactory11000
January 201295.3Not deficientVery GoodSatisfactorySatisfactory11000
July 201064.7Structurally deficientPoorFairPoor11000
October 200964.7Structurally deficientPoorFairPoor11000
October 200864.7Structurally deficientPoorFairPoor11000
November 200764.7Structurally deficientPoorFairPoor11000
October 200664.7Structurally deficientPoorFairPoor11000
December 200564.7Structurally deficientPoorFairPoor11000
September 200465.3Structurally deficientPoorFairPoor11000
November 200365.3Structurally deficientPoorFairPoor11000
July 200265.3Structurally deficientPoorFairPoor11000
June 200165.3Structurally deficientPoorFairPoor11000
January 200165.3Structurally deficientFairFairPoor11000
October 199965.3Structurally deficientFairSatisfactoryPoor11000
July 199865.3Structurally deficientFairSatisfactoryPoor11000
November 199765.4Structurally deficientFairSatisfactoryPoor11000
December 199665.4Structurally deficientFairGoodPoor11000
September 199557.2Structurally deficientFairGoodPoor11000
October 199457.2Structurally deficientFairGoodPoor11000
November 199357.2Structurally deficientFairGoodPoor11000
October 199258.4Structurally deficientGoodGoodPoor9600
July 199161.8Structurally deficientPoorFairPoor9600