I 35W SB over TH 65 NB


+44.95925, -93.26954
44°57'33" N, 93°16'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 35W SB over TH 65 NB
Structure number:27871
Location:0.7 MI S OF JCT TH 94
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:142.1 ft. [43.3 m]
Total length:363.5 ft. [110.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Owner:State Highway Agency [01]
Year built:1967
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:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:48,500 [as of 2004]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:109.6 tons [99.6 metric tons]
Inventory rating:72.3 tons [65.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:42.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,531,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201542.1Structurally deficientFairFairPoor48500
September 201442.1Structurally deficientFairFairPoor48500
September 201342.1Structurally deficientFairFairPoor48500
September 201242.1Structurally deficientFairFairPoor48500
August 201142.1Structurally deficientFairFairPoor48500
June 201042.1Structurally deficientFairFairPoor48500
October 200942.1Structurally deficientFairFairPoor48500
November 200842.1Structurally deficientFairFairPoor48500
August 200742.1Structurally deficientFairFairPoor48500
November 200642.1Structurally deficientFairFairPoor48500
July 200542.1Structurally deficientFairFairPoor48500
September 200439.0Structurally deficientFairFairPoor92000
August 200339.0Structurally deficientFairFairPoor92000
December 200238.2Structurally deficientFairFairPoor43000
November 200138.2Structurally deficientFairFairPoor43000
August 200044.4Structurally deficientSatisfactorySatisfactoryPoor43000
November 199944.4Structurally deficientSatisfactorySatisfactoryPoor43000
October 199844.4Structurally deficientSatisfactorySatisfactoryPoor43000
October 199748.7Structurally deficientSatisfactorySatisfactoryPoor43000
January 199748.7Structurally deficientSatisfactorySatisfactoryPoor43000
May 199545.6Structurally deficientVery GoodSatisfactoryPoor46500
November 199345.6Structurally deficientSatisfactorySatisfactoryPoor46500
October 199245.7Structurally deficientSatisfactorySatisfactoryPoor46000
December 199145.7Structurally deficientSatisfactorySatisfactoryPoor46000