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TH 65 over I 94

Map 

Coordinates:
+44.96587, -93.26972
44°57'57" N, 93°16'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TH 65 over I 94
Structure number:27843
Location:AT JCT TH 65; 94
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:76.4 ft. [23.3 m]
Total length:227.4 ft. [69.3 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:15°
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 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Prestressed concrete [5]
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:37,000 [as of 2004]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:69.2 tons [62.9 metric tons]
Inventory rating:23.1 tons [21.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201467.5Functionally obsoleteGoodFairFair37000
September 201267.5Functionally obsoleteGoodFairFair37000
September 201067.6Functionally obsoleteGoodFairFair37000
November 200880.0Functionally obsoleteGoodFairFair37000
December 200782.0Not deficientGoodFairFair37000
August 200682.0Not deficientGoodFairFair37000
May 200582.0Not deficientGoodFairFair37000
June 200382.0Not deficientGoodFairFair38500
October 200282.0Not deficientGoodFairFair35500
September 200182.0Not deficientGoodSatisfactoryFair35500
October 200087.0Not deficientGoodSatisfactoryFair35500
November 199987.0Not deficientVery GoodSatisfactoryFair35500
July 199871.0Not deficientVery GoodSatisfactoryPoor35500
September 199785.0Not deficientVery GoodSatisfactoryFair35500
August 199685.0Not deficientVery GoodSatisfactoryFair35500
October 199580.5Not deficientFairSatisfactoryFair39000
October 199461.6Not deficientExcellentSatisfactoryPoor44000
November 199358.3Structurally deficientPoorSatisfactoryPoor44000
October 199258.7Structurally deficientPoorSatisfactoryPoor40500
July 199178.3Structurally deficientPoorGoodFair40500