Bridge Statistics for Cloquet, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 9008, Location: 2.8 MI N OF JCT TH 35 (Lat: 46.727939, Lng: -92.463936), Route carried "on" structure: State highway 33, Year Built: 1995, Status: Open, Structure Length: 16.08m (52.76ft), Average Daily Traffic: 13,900 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 13,200 (year 2029), Design Load: HS 25, Features Intersected: ST LOUIS RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.4m (132.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 79.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 11, Underwater Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9009, Location: 2.5 MI N OF JCT TH 35 (Lat: 46.725183, Lng: -92.462411), Route carried "on" structure: State highway 33, Year Built: 1997, Status: Open, Structure Length: 30.35m (99.57ft), Average Daily Traffic: 13,200 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 13,200 (year 2029), Design Load: HS 25, Features Intersected: ST LOUIS R, BNSF RR & ST
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 2, Length of Maximum Span: 31.6m (103.7ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 11, Underwater Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9517, Location: 0.1 MI S OF JCT TH 33 (Lat: 46.725247, Lng: -92.463125), Route carried "on" structure: City street 105, Year Built: 1995, Status: Open, Structure Length: 6.08m (19.95ft), Average Daily Traffic: 4,845 (year 2008), Average Future Daily Traffic: 850 (year 2029), Design Load: HS 25, Features Intersected: S CHAN ST LOUIS RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.9m (65.3ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 11, Underwater Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9801, Location: AT JCT TH 33 & TH 35 (Lat: 46.689536, Lng: -92.457003), Route carried "on" structure: State highway 33, Year Built: 1965, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 7,200 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 7,200 (year 2029), Design Load: HS 20, Features Intersected: TH 35
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.0m (108.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 9803, Location: 0.1 MI W OF JCT TH 45 (Lat: 46.699733, Lng: -92.429319), Route carried "on" structure: Interstate 35, Year Built: 1965, Status: Open, Structure Length: 5.75m (18.86ft), Average Daily Traffic: 10,050 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 10,400 (year 2029), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $784,000, Total Project Cost: $584,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 9804, Location: 0.1 MI W OF JCT TH 45 (Lat: 46.699508, Lng: -92.429511), Route carried "on" structure: Interstate 35, Year Built: 1965, Status: Open, Structure Length: 5.75m (18.86ft), Average Daily Traffic: 10,050 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 10,400 (year 2029), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $784,000, Total Project Cost: $584,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 9837, Location: 0.5 MI N OF JCT TH 33 (Lat: 46.693292, Lng: -92.448569), Route carried "on" structure: County highway 3, Year Built: 1982, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 5,500 (year 2002), Average Future Daily Traffic: 5,500 (year 2029), Design Load: HS 20, Features Intersected: I 35 & RAMP
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9838, Location: 0.3 MI N OF JCT TH 33 (Lat: 46.691389, Lng: -92.453233), Route carried "on" structure: Ramp Interstate 35, Year Built: 1982, Status: Open, Structure Length: 13.51m (44.32ft), Average Daily Traffic: 1,500 (year 1992), Truck Traffic: 13%, Average Future Daily Traffic: 1,500 (year 2029), Design Load: HS 20, Features Intersected: I 35
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4885, Location: 0.5 MI W OF JCT CR 115 (Lat: 46.704889, Lng: -92.520794), Route carried "on" structure: County highway 5, Year Built: 1929, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 599 (year 2008), Average Future Daily Traffic: 600 (year 2029), Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 35.9 metric tons, Inventory Rating: 21.2 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 11, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $3,000, Total Project Cost: $49,000 ( Estimate for 2011), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91364, Location: 1.2 MI W OF JCT CSAH 3 (Lat: 46.678169, Lng: -92.471631), Route carried "on" structure: County highway 26, Year Built: 1976, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 799 (year 2008), Average Future Daily Traffic: 740 (year 2029), Design Load: HS 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good, Culverts: Good, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $2,000, Total Project Cost: $40,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9469, Location: 1.2 MI N OF JCT TH 210 (Lat: 46.678025, Lng: -92.462419), Route carried "on" structure: County highway 26, Year Built: 1965, Status: Open, Structure Length: 6.45m (21.16ft), Average Daily Traffic: 830 (year 2002), Average Future Daily Traffic: 830 (year 2029), Design Load: H 20, Features Intersected: I 35
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9009, Location: 2.5 MI N OF JCT TH 35 (Lat: 46.725183, Lng: -92.462411), Route carried "under" structure: City street 33, Year Built: 1997, Structure Length: 30.35m (99.57ft), Average Daily Traffic: 1,000 (year 2004), Features Intersected: ST LOUIS R, BNSF RR & ST
Minimum Vertical Clearance: 5.55m (18.21ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 9009, Location: 2.5 MI N OF JCT TH 35 (Lat: 46.725183, Lng: -92.462411), Route carried "under" structure: City street 103, Year Built: 1997, Structure Length: 30.35m (99.57ft), Average Daily Traffic: 2,700 (year 2002), Truck Traffic: 10%, Features Intersected: ST LOUIS R, BNSF RR & ST, Facility Carried by Structure: TH 33
Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 9801, Location: AT JCT TH 33 & TH 35 (Lat: 46.689536, Lng: -92.457003), Route carried "under" structure: Interstate 35, Year Built: 1965, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 20,800 (year 2004), Truck Traffic: 5%, Features Intersected: TH 35, Facility Carried by Structure: TH 33 NB
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.0m (108.3ft)

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Structure Number: 9837, Location: 0.5 MI N OF JCT TH 33 (Lat: 46.693292, Lng: -92.448569), Route carried "under" structure: Interstate 35, Year Built: 1982, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 20,800 (year 2004), Truck Traffic: 5%, Features Intersected: I 35 & RAMP, Facility Carried by Structure: CSAH 3
Minimum Vertical Clearance: 6.13m (20.11ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 9837, Location: 0.5 MI N OF JCT TH 33 (Lat: 46.693292, Lng: -92.448569), Route carried "under" structure: Ramp Interstate 35, Year Built: 1982, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 1,500 (year 1992), Truck Traffic: 13%, Features Intersected: I 35 & RAMP, Facility Carried by Structure: CSAH 3
Minimum Vertical Clearance: 6.64m (21.78ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 9838, Location: 0.3 MI N OF JCT TH 33 (Lat: 46.691389, Lng: -92.453233), Route carried "under" structure: Interstate 35, Year Built: 1982, Structure Length: 13.51m (44.32ft), Average Daily Traffic: 20,800 (year 2004), Truck Traffic: 5%, Features Intersected: I 35
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 9469, Location: 1.2 MI N OF JCT TH 210 (Lat: 46.678025, Lng: -92.462419), Route carried "under" structure: Interstate 35, Year Built: 1965, Structure Length: 6.45m (21.16ft), Average Daily Traffic: 20,800 (year 2004), Truck Traffic: 5%, Features Intersected: I 35, Facility Carried by Structure: CSAH 26
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.4m (60.4ft)