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

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Structure Number: 82028,  Location: 1.5 MI S OF JCT TH 494;61 (Lat: 44.866689,  Lng: -92.999153),  Route carried "on" structure: ,  Year Built: 2003,  Status: Open,  Structure Length: 49.33m (161.84ft),  Features Intersected: US 61, HASTING AVE, 7TH,  Facility Carried by Structure: PEDESTRIAN
Lanes under structure: 39,  Owner: State Highway Agency,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 18,  Length of Maximum Span: 65.7m (215.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.6m (11.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Underclear: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 82029,  Location: 1 MI S OF JCT TH 494; 61 (Lat: 44.871647,  Lng: -92.999794),  Route carried "on" structure: ServiceCounty highway 38,  Year Built: 2003,  Status: Open,  Structure Length: 3.15m (10.33ft),  Average Daily Traffic: 9,000 (year 2002),  Average Future Daily Traffic: 9,000 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: HASTINGS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 26.4m (86.6ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.1m (98.8ft),  Curb or Sidewalk Widths: Left: 5.4m (17.7ft),  Right: 0.0m,  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  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: 8203,  Location: 1 MI S OF JCT TH 494; 61 (Lat: 44.871494,  Lng: -93.000283),  Route carried "on" structure: County highway 38,  Year Built: 2003,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 3,350 (year 2017),  Average Future Daily Traffic: 3,350 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: US 61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.5m (139.4ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 44.0m (144.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  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: 82031,  Location: 1 MI S JCT TH 494; 61 (Lat: 44.871378,  Lng: -93.001161),  Route carried "on" structure: ServiceCounty highway 38,  Year Built: 2003,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 5,000 (year 2002),  Average Future Daily Traffic: 5,000 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: 7TH AVE; BNSF; CP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.1m (174.2ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 0.0m,  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 97.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  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: 82032,  Location: .5 MI S OF JCT TH 494; 61 (Lat: 44.877964,  Lng: -93.002900),  Route carried "on" structure: ,  Year Built: 2003,  Status: Open,  Structure Length: 43.18m (141.67ft),  Features Intersected: US 61 7TH AVE BN; CP RR,  Facility Carried by Structure: PEDESTRIAN
Lanes under structure: 20,  Owner: State Highway Agency,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 17,  Length of Maximum Span: 62.1m (203.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.6m (11.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Underclear: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 82034A,  Location: .1 MI NW OF JCT 494;61 (Lat: 44.886508,  Lng: -93.006081),  Route carried "on" structure: Ramp Interstate 4198,  Year Built: 2003,  Status: Open,  Structure Length: 11.91m (39.07ft),  Average Daily Traffic: 10,000 (year 2002),  Average Future Daily Traffic: 10,000 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: BNSF RR; CP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 59.0m (193.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  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: 82034B,  Location: .1 MI NW OF TH 494; 61 (Lat: 44.887997,  Lng: -93.005689),  Route carried "on" structure: Ramp Interstate 681,  Year Built: 2003,  Status: Open,  Structure Length: 12.98m (42.59ft),  Average Daily Traffic: 5,000 (year 2002),  Average Future Daily Traffic: 5,000 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: RAMP TH 61 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 65.4m (214.6ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  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: 82034C,  Location: .1 MI NW OF JCT TH494; 61 (Lat: 44.887633,  Lng: -93.004958),  Route carried "on" structure: Ramp Interstate 1060,  Year Built: 2003,  Status: Open,  Structure Length: 13.24m (43.44ft),  Average Daily Traffic: 5,000 (year 2002),  Average Future Daily Traffic: 5,000 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: TH 61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 57.0m (187.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 92.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.9 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  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: 82035,  Location: .17 MI NE OF TH 61; 494 (Lat: 44.887858,  Lng: -93.002992),  Route carried "on" structure: Ramp Interstate 5466,  Year Built: 2003,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 6,000 (year 2002),  Average Future Daily Traffic: 6,000 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: TH 61 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.7m (133.5ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 95.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 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: September 2021,  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: 82036,  Location: AT THE JCT TH 61; 494 (Lat: 44.887072,  Lng: -93.004853),  Route carried "on" structure: Ramp Interstate 5466,  Year Built: 2003,  Status: Open,  Structure Length: 8.30m (27.23ft),  Average Daily Traffic: 6,000 (year 2002),  Average Future Daily Traffic: 6,000 (year 2029),  Design Load: HS 20,  Features Intersected: TH 61 SB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.7m (146.7ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.5 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  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: 82037,  Location: .16 MI SW OF TH 61; 494 (Lat: 44.883636,  Lng: -93.005189),  Route carried "on" structure: Ramp Interstate 4718,  Year Built: 2003,  Status: Open,  Structure Length: 17.28m (56.69ft),  Average Daily Traffic: 9,000 (year 2002),  Average Future Daily Traffic: 9,000 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: BN; CP RAILROADS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 57.1m (187.3ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 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,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  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: 82855,  Location: AT DAKOTA/WASHINGTON CO (Lat: 44.882861,  Lng: -93.015861),  Route carried "on" structure: Interstate 494,  Year Built: 2008,  Status: Open,  Structure Length: 57.66m (189.17ft),  Average Daily Traffic: 61,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 61,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MISSISSIPPI R; UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.2m (82.7ft),  Navigation Control: Yes ( Vertical Clearance: 17.8m (58.4ft), Horizontal Clearance: 119.4m (391.7ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 142.0m (465.9ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.8 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: Better than present minimum 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: August 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 82856,  Location: AT DAKOTA/WASHINGTON CO (Lat: 44.883147,  Lng: -93.015922),  Route carried "on" structure: Interstate 494,  Year Built: 2003,  Status: Open,  Structure Length: 57.66m (189.17ft),  Average Daily Traffic: 59,271 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 61,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MISSISSIPPI R; UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Navigation Control: Yes ( Vertical Clearance: 17.8m (58.4ft), Horizontal Clearance: 119.4m (391.7ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 142.0m (465.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 59.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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: August 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 82857,  Location: 0.4 MI W OF JCT TH 61 (Lat: 44.884117,  Lng: -93.008392),  Route carried "on" structure: Interstate 494,  Year Built: 2003,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 40,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MAXWELL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.8m (130.6ft),  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 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: September 2021,  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: 82858,  Location: 0.4 MI W OF JCT TH 61 (Lat: 44.884339,  Lng: -93.008514),  Route carried "on" structure: Interstate 494,  Year Built: 2003,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 40,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MAXWELL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.8m (130.6ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: September 2021,  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: 82859,  Location: AT THE JCT TH 494; 61 (Lat: 44.885578,  Lng: -93.004319),  Route carried "on" structure: Interstate 494,  Year Built: 2003,  Status: Open,  Structure Length: 19.97m (65.52ft),  Average Daily Traffic: 40,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: CP; BNSF RR; TH 61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 41.3m (135.5ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  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: 8286,  Location: AT THE JCT TH 494; 61 (Lat: 44.885844,  Lng: -93.004433),  Route carried "on" structure: Interstate 494,  Year Built: 2003,  Status: Open,  Structure Length: 20.37m (66.83ft),  Average Daily Traffic: 40,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: TH 61; CP; BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.0 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  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: 82863,  Location: AT THE JCT TH 494; 61 (Lat: 44.887358,  Lng: -93.002153),  Route carried "on" structure: Interstate 494,  Year Built: 2003,  Status: Open,  Structure Length: 4.01m (13.16ft),  Average Daily Traffic: 40,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: TH 61 NB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.6m (126.6ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  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: 82864,  Location: AT THE JCT TH 494; 61 (Lat: 44.887489,  Lng: -93.002342),  Route carried "on" structure: Interstate 494,  Year Built: 2003,  Status: Open,  Structure Length: 4.03m (13.22ft),  Average Daily Traffic: 40,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: TH 61 NB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  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: 82865,  Location: .2 MI NE OF JCT TH 494;61 (Lat: 44.888547,  Lng: -93.001442),  Route carried "on" structure: County highway 20,  Year Built: 2003,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 13,100 (year 2017),  Average Future Daily Traffic: 13,100 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I 494
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 27.0m (88.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  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: September 2021,  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: 82028,  Location: 1.5 MI S OF JCT TH 494;61 (Lat: 44.866689,  Lng: -92.999153),  Route carried "under" structure: County highway 38,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2002),  Features Intersected: US 61, HASTING AVE, 7TH,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 13,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.7m (215.6ft)

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Structure Number: 82028,  Location: 1.5 MI S OF JCT TH 494;61 (Lat: 44.866689,  Lng: -92.999153),  Route carried "under" structure: US 61,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 65,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: US 61, HASTING AVE, 7TH,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 13,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.7m (215.6ft)

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Structure Number: 82028,  Location: 1.5 MI S OF JCT TH 494;61 (Lat: 44.866689,  Lng: -92.999153),  Route carried "under" structure: City street 110,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2002),  Features Intersected: US 61, HASTING AVE, 7TH,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 6.52m (21.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 13,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.7m (215.6ft)

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Structure Number: 82029,  Location: 1 MI S OF JCT TH 494; 61 (Lat: 44.871647,  Lng: -92.999794),  Route carried "under" structure: County highway 38,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2002),  Features Intersected: HASTINGS AVENUE
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 8203,  Location: 1 MI S OF JCT TH 494; 61 (Lat: 44.871494,  Lng: -93.000283),  Route carried "under" structure: US 61,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 61,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: US 61,  Facility Carried by Structure: CSAH 38
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.5m (139.4ft)

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Structure Number: 82031,  Location: 1 MI S JCT TH 494; 61 (Lat: 44.871378,  Lng: -93.001161),  Route carried "under" structure: City street 110,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2001),  Features Intersected: 7TH AVE; BNSF; CP RR,  Facility Carried by Structure: CSAH 38
Minimum Vertical Clearance: 8.96m (29.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.1m (174.2ft)

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Structure Number: 82032,  Location: .5 MI S OF JCT TH 494; 61 (Lat: 44.877964,  Lng: -93.002900),  Route carried "under" structure: US 61,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 61,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: US 61 7TH AVE BN; CP RR,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 62.1m (203.7ft)

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Structure Number: 82032,  Location: .5 MI S OF JCT TH 494; 61 (Lat: 44.877964,  Lng: -93.002900),  Route carried "under" structure: County highway 38,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2002),  Features Intersected: US 61 7TH AVE BN; CP RR,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 7.29m (23.92ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 62.1m (203.7ft)

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Structure Number: 82034B,  Location: .1 MI NW OF TH 494; 61 (Lat: 44.887997,  Lng: -93.005689),  Route carried "under" structure: Ramp Interstate 5901,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2002),  Features Intersected: RAMP TH 61 SB,  Facility Carried by Structure: CON 681
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.4m (214.6ft)

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Structure Number: 82034C,  Location: .1 MI NW OF JCT TH494; 61 (Lat: 44.887633,  Lng: -93.004958),  Route carried "under" structure: Ramp Interstate 5901,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2002),  Features Intersected: TH 61,  Facility Carried by Structure: CON 1060
Minimum Vertical Clearance: 6.31m (20.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.0m (187.0ft)

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Structure Number: 82034C,  Location: .1 MI NW OF JCT TH494; 61 (Lat: 44.887633,  Lng: -93.004958),  Route carried "under" structure: US 61,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: TH 61,  Facility Carried by Structure: CON 1060
Minimum Vertical Clearance: 6.46m (21.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.0m (187.0ft)

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Structure Number: 82035,  Location: .17 MI NE OF TH 61; 494 (Lat: 44.887858,  Lng: -93.002992),  Route carried "under" structure: Ramp Interstate 1060,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2002),  Features Intersected: TH 61 SB,  Facility Carried by Structure: CON 5466
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.7m (133.5ft)

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Structure Number: 82036,  Location: AT THE JCT TH 61; 494 (Lat: 44.887072,  Lng: -93.004853),  Route carried "under" structure: Ramp Interstate 5901,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2002),  Features Intersected: TH 61 SB ON RAMP,  Facility Carried by Structure: CON 5466
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.7m (146.7ft)

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Structure Number: 82036,  Location: AT THE JCT TH 61; 494 (Lat: 44.887072,  Lng: -93.004853),  Route carried "under" structure: US 61,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: TH 61 SB ON RAMP,  Facility Carried by Structure: CON 5466
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.7m (146.7ft)

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Structure Number: 82855,  Location: AT DAKOTA/WASHINGTON CO (Lat: 44.882861,  Lng: -93.015861),  Route carried "under" structure: City street 317,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 2002),  Features Intersected: MISSISSIPPI R; UP RR,  Facility Carried by Structure: I 494
Minimum Vertical Clearance: 9.08m (29.79ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 142.0m (465.9ft)

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Structure Number: 82856,  Location: AT DAKOTA/WASHINGTON CO (Lat: 44.883147,  Lng: -93.015922),  Route carried "under" structure: City street 317,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 2002),  Features Intersected: MISSISSIPPI R; UP RR,  Facility Carried by Structure: I 494
Minimum Vertical Clearance: 9.85m (32.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 142.0m (465.9ft)

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Structure Number: 82857,  Location: 0.4 MI W OF JCT TH 61 (Lat: 44.884117,  Lng: -93.008392),  Route carried "under" structure: County highway 38,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 7,600 (year 2005),  Features Intersected: MAXWELL AVE,  Facility Carried by Structure: I 494
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.8m (130.6ft)

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Structure Number: 82858,  Location: 0.4 MI W OF JCT TH 61 (Lat: 44.884339,  Lng: -93.008514),  Route carried "under" structure: County highway 38,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2005),  Features Intersected: MAXWELL AVE,  Facility Carried by Structure: I 494
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.8m (130.6ft)

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Structure Number: 82859,  Location: AT THE JCT TH 494; 61 (Lat: 44.885578,  Lng: -93.004319),  Route carried "under" structure: US 61,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: CP; BNSF RR; TH 61,  Facility Carried by Structure: I 494
Minimum Vertical Clearance: 7.38m (24.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.3m (135.5ft)

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Structure Number: 82859,  Location: AT THE JCT TH 494; 61 (Lat: 44.885578,  Lng: -93.004319),  Route carried "under" structure: Ramp Interstate 2635,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2002),  Features Intersected: CP; BNSF RR; TH 61,  Facility Carried by Structure: I 494
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.3m (135.5ft)

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Structure Number: 8286,  Location: AT THE JCT TH 494; 61 (Lat: 44.885844,  Lng: -93.004433),  Route carried "under" structure: US 61,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: TH 61; CP; BNSF RR,  Facility Carried by Structure: I 494
Minimum Vertical Clearance: 7.35m (24.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.4m (135.8ft)

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Structure Number: 8286,  Location: AT THE JCT TH 494; 61 (Lat: 44.885844,  Lng: -93.004433),  Route carried "under" structure: Ramp Interstate 5466,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2009),  Features Intersected: TH 61; CP; BNSF RR,  Facility Carried by Structure: I 494
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.4m (135.8ft)

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Structure Number: 82863,  Location: AT THE JCT TH 494; 61 (Lat: 44.887358,  Lng: -93.002153),  Route carried "under" structure: Ramp Interstate 1060,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2002),  Features Intersected: TH 61 NB OFF RAMP,  Facility Carried by Structure: I 494
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.6m (126.6ft)

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Structure Number: 82864,  Location: AT THE JCT TH 494; 61 (Lat: 44.887489,  Lng: -93.002342),  Route carried "under" structure: Ramp Interstate 1060,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2002),  Features Intersected: TH 61 NB ON RAMP,  Facility Carried by Structure: I 494
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 82865,  Location: .2 MI NE OF JCT TH 494;61 (Lat: 44.888547,  Lng: -93.001442),  Route carried "under" structure: Interstate 494,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 80,000 (year 2019),  Truck Traffic: 8%,  Features Intersected: I 494,  Facility Carried by Structure: CSAH 20
Minimum Vertical Clearance: 8.05m (26.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 82865,  Location: .2 MI NE OF JCT TH 494;61 (Lat: 44.888547,  Lng: -93.001442),  Route carried "under" structure: Ramp State highway 4674,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2001),  Features Intersected: I 494,  Facility Carried by Structure: CSAH 20
Minimum Vertical Clearance: 8.66m (28.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 82865,  Location: .2 MI NE OF JCT TH 494;61 (Lat: 44.888547,  Lng: -93.001442),  Route carried "under" structure: Ramp State highway 5466,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2009),  Features Intersected: I 494,  Facility Carried by Structure: CSAH 20
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)