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

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Structure Number: 4005,  Location: 0.8 MI N OF JCT CSAH 7 (Lat: 47.479428,  Lng: -94.918847),  Route carried "on" structure: US 2,  Year Built: 1978,  Status: Open,  Structure Length: 8.83m (28.97ft),  Average Daily Traffic: 7,850 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,050 (year 2039),  Design Load: HS 20,  Features Intersected: BNSF; CP RAIL
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: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.6m (87.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 4006,  Location: 0.8 MI N OF JCT CSAH 7 (Lat: 47.479519,  Lng: -94.919272),  Route carried "on" structure: US 2,  Year Built: 1978,  Status: Open,  Structure Length: 8.83m (28.97ft),  Average Daily Traffic: 7,912 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,050 (year 2039),  Design Load: HS 20,  Features Intersected: BNSF; CP RAIL
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: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.6m (87.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: 4007,  Location: 0.5 MI NW OF N JCT TH 71 (Lat: 47.498528,  Lng: -94.922486),  Route carried "on" structure: US 2,  Year Built: 1978,  Status: Open,  Structure Length: 10.63m (34.88ft),  Average Daily Traffic: 2,600 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,600 (year 2039),  Design Load: HS 20,  Features Intersected: TH 197 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.5m (162.4ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 4008,  Location: AT THE N JCT TH 71 (Lat: 47.491622,  Lng: -94.920556),  Route carried "on" structure: US 71,  Year Built: 1978,  Status: Open,  Structure Length: 14.61m (47.93ft),  Average Daily Traffic: 4,850 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,850 (year 2039),  Design Load: HS 20,  Features Intersected: US 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 43.1m (141.4ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 76.7 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 minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 4009,  Location: 3.7 MI NW OF S JCT TH 71 (Lat: 47.468594,  Lng: -94.915475),  Route carried "on" structure: US 2,  Year Built: 1978,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 5,200 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,200 (year 2039),  Design Load: HS 20,  Features Intersected: CSAH 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State 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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable 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: 401,  Location: 3.7 MI NW OF S JCT TH 71 (Lat: 47.468608,  Lng: -94.915908),  Route carried "on" structure: US 2,  Year Built: 1978,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 5,600 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,200 (year 2039),  Design Load: HS 20,  Features Intersected: CSAH 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State 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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 4011,  Location: 2.6 MI NW OF S JCT TH 71 (Lat: 47.456617,  Lng: -94.906747),  Route carried "on" structure: County highway 11,  Year Built: 1979,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 13.08m (42.91ft),  Average Daily Traffic: 3,400 (year 2014),  Average Future Daily Traffic: 3,400 (year 2039),  Design Load: HS 20,  Features Intersected: US 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 4012,  Location: AT THE S JCT TH 71 (Lat: 47.431328,  Lng: -94.863664),  Route carried "on" structure: US 71,  Year Built: 1979,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 11.30m (37.07ft),  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,000 (year 2039),  Design Load: HS 20,  Features Intersected: US 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.7m (107.3ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 4013,  Location: 1.5 MI NW OF S JCT TH 71 (Lat: 47.445800,  Lng: -94.888656),  Route carried "on" structure: US 2,  Year Built: 1979,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 5,600 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,200 (year 2039),  Design Load: HS 20,  Features Intersected: MISSISSIPPI RIVER
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: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 4014,  Location: 1.5 MI NW OF S JCT TH 71 (Lat: 47.445606,  Lng: -94.889022),  Route carried "on" structure: US 2,  Year Built: 1979,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 5,600 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,200 (year 2039),  Design Load: HS 20,  Features Intersected: MISSISSIPPI RIVER
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: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 4016,  Location: AT THE S JCT TH 71 (Lat: 47.431244,  Lng: -94.863319),  Route carried "on" structure: US 71,  Year Built: 2011,  Status: Open,  Structure Length: 11.30m (37.07ft),  Average Daily Traffic: 4,687 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,000 (year 2039),  Design Load: HL 93,  Features Intersected: US 2
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: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.7m (107.3ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 76.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 4017,  Location: 1.6 MI E OF S JCT TH 71 (Lat: 47.430089,  Lng: -94.832322),  Route carried "on" structure: US 2,  Year Built: 1979,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 11.35m (37.24ft),  Average Daily Traffic: 2,850 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,850 (year 2039),  Design Load: HS 20,  Features Intersected: BNSF; CSAH 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.6m (123.4ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 4018,  Location: 1.6 MI E OF S JCT TH 71 (Lat: 47.429803,  Lng: -94.832031),  Route carried "on" structure: US 2,  Year Built: 1979,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 11.57m (37.96ft),  Average Daily Traffic: 2,974 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,850 (year 2039),  Design Load: HS 20,  Features Intersected: BNSF; CSAH 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.6m (123.4ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 4019,  Location: 0.8 MI NW OF S JCT TH 71 (Lat: 47.439256,  Lng: -94.876394),  Route carried "on" structure: County highway 11,  Year Built: 1979,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 13.47m (44.19ft),  Average Daily Traffic: 1,050 (year 2014),  Average Future Daily Traffic: 1,050 (year 2039),  Design Load: HS 20,  Features Intersected: US 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 4021,  Location: 3.7 MI N OF JCT TH 2 (Lat: 47.543775,  Lng: -94.885042),  Route carried "on" structure: County highway 15,  Year Built: 1975,  Status: Open,  Structure Length: 14.17m (46.49ft),  Average Daily Traffic: 4,050 (year 2014),  Average Future Daily Traffic: 4,050 (year 2039),  Design Load: HS 20,  Features Intersected: US 71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 80.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 4023,  Location: 4.7 MI NW OF S JCT TH 71 (Lat: 47.483156,  Lng: -94.919533),  Route carried "on" structure: County highway 6,  Year Built: 1978,  Status: Open,  Structure Length: 8.59m (28.18ft),  Average Daily Traffic: 3,350 (year 2014),  Average Future Daily Traffic: 3,350 (year 2039),  Design Load: HL 93,  Features Intersected: US 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.4m (106.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.8 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: 38.9 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: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  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: 4024,  Location: IN BEMIDJI (Lat: 47.467433,  Lng: -94.877608),  Route carried "on" structure: State highway 197,  Year Built: 2002,  Status: Open,  Structure Length: 6.08m (19.95ft),  Average Daily Traffic: 11,600 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,450 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Mississippi River
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: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 72.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: September 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: 4025,  Location: 0.9 mi N of jct TH 2 (Lat: 47.445678,  Lng: -94.863686),  Route carried "on" structure: ,  Year Built: 2003,  Status: Open,  Structure Length: 4.22m (13.85ft),  Features Intersected: TH 197,  Facility Carried by Structure: PEDESTRIAN
Lanes under structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Underclear: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  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: 4026,  Location: 1.3 mi E of jct TH 71 (Lat: 47.430019,  Lng: -94.836739),  Route carried "on" structure: ,  Year Built: 2001,  Status: Open,  Structure Length: 8.30m (27.23ft),  Features Intersected: TH 2,  Facility Carried by Structure: PEDESTRIAN
Lanes under structure: 4,  Owner: State Park, Forest, or Reservation Agency,  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Out-to-Out Width: 4.4m (14.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Underclear: Superior to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  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: 4027,  Location: .04 MI N TH 197; 1ST E (Lat: 47.460583,  Lng: -94.865050),  Route carried "on" structure: ,  Year Built: 2012,  Status: Open,  Structure Length: 12.94m (42.45ft),  Features Intersected: TH 197,  Facility Carried by Structure: PEDESTRIAN
Lanes under structure: 6,  Owner: State Park, Forest, or Reservation Agency,  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 61.0m (200.1ft),  Out-to-Out Width: 5.1m (16.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Underclear: Superior to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 4514,  Location: 0.6 MI NE OF JCT CSAH 12 (Lat: 47.491611,  Lng: -94.832222),  Route carried "on" structure: County highway 19,  Year Built: 1984,  Status: Open,  Structure Length: 5.57m (18.27ft),  Average Daily Traffic: 1,900 (year 2014),  Average Future Daily Traffic: 1,900 (year 2039),  Design Load: HL 93,  Features Intersected: MISSISSIPPI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.3 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: 35.6 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum 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: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4515,  Location: 0.2 MI S OF JCT CSAH 7 (Lat: 47.468869,  Lng: -94.885453),  Route carried "on" structure: City street 108,  Year Built: 1985,  Status: Open,  Structure Length: 18.85m (61.84ft),  Average Daily Traffic: 680 (year 2014),  Average Future Daily Traffic: 680 (year 2039),  Design Load: HS 20,  Features Intersected: BNSF RR; CP RAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 4518,  Location: 0.1 MI S OF JCT CSAH 7 (Lat: 47.452825,  Lng: -94.948858),  Route carried "on" structure: County highway 146,  Year Built: 1997,  Status: Open,  Structure Length: 2.79m (9.15ft),  Average Daily Traffic: 93 (year 1996),  Average Future Daily Traffic: 93 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: MISSISSIPPI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 80.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 452,  Location: 0.7 MI NW OF JCT CSAH 11 (Lat: 47.446164,  Lng: -94.888128),  Route carried "on" structure: City street 280,  Year Built: 2000,  Status: Open,  Structure Length: 5.31m (17.42ft),  Average Daily Traffic: 267 (year 2000),  Average Future Daily Traffic: 267 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: MISSISSIPPI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.3m (86.3ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 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,  Waterway Adequacy: Equal 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: September 2020,  Underwater Inspection Date: September 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: 4521,  Location: 1.1 mi S of jct CSAH 7 (Lat: 47.451114,  Lng: -94.906708),  Route carried "on" structure: County highway 11,  Year Built: 2001,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 3,400 (year 2014),  Average Future Daily Traffic: 3,400 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Mississippi River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.6m (113.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 4522,  Location: 0.5 MI W OF JCT CR 401 (Lat: 47.436467,  Lng: -94.894103),  Route carried "on" structure: County highway 11,  Year Built: 2003,  Status: Open,  Structure Length: 3.09m (10.14ft),  Average Daily Traffic: 3,400 (year 2014),  Average Future Daily Traffic: 3,400 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SCHOOLCRAFT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.2m (92.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 73.8 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 4524,  Location: 1.5 MI N CITY LIM LIVINIA (Lat: 47.537056,  Lng: -94.810528),  Route carried "on" structure: County highway 19,  Year Built: 2007,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 1,200 (year 2014),  Average Future Daily Traffic: 1,200 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 82.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  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: 4525,  Location: 0.9 MI S JCT CSAH 20 (Lat: 47.531558,  Lng: -94.800461),  Route carried "on" structure: County highway 19,  Year Built: 2007,  Status: Open,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 1,200 (year 2014),  Average Future Daily Traffic: 1,200 (year 2039),  Design Load: HL 93,  Features Intersected: PAUL BUNYAN STATE TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.0 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,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  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: 4007,  Location: 0.5 MI NW OF N JCT TH 71 (Lat: 47.498528,  Lng: -94.922486),  Route carried "under" structure: State highway 197,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 6,750 (year 2004),  Truck Traffic: 2%,  Features Intersected: TH 197 EB,  Facility Carried by Structure: US 2
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 4008,  Location: AT THE N JCT TH 71 (Lat: 47.491622,  Lng: -94.920556),  Route carried "under" structure: US 2,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 5,241 (year 2019),  Truck Traffic: 12%,  Features Intersected: US 2,  Facility Carried by Structure: US 71
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: 43.1m (141.4ft)

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Structure Number: 4009,  Location: 3.7 MI NW OF S JCT TH 71 (Lat: 47.468594,  Lng: -94.915475),  Route carried "under" structure: County highway 7,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 5,800 (year 2003),  Features Intersected: CSAH 7,  Facility Carried by Structure: US 2
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 401,  Location: 3.7 MI NW OF S JCT TH 71 (Lat: 47.468608,  Lng: -94.915908),  Route carried "under" structure: County highway 7,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 5,800 (year 2003),  Features Intersected: CSAH 7,  Facility Carried by Structure: US 2
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 4011,  Location: 2.6 MI NW OF S JCT TH 71 (Lat: 47.456617,  Lng: -94.906747),  Route carried "under" structure: US 2,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 11,200 (year 2019),  Truck Traffic: 7%,  Features Intersected: US 2,  Facility Carried by Structure: CSAH 11
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 4012,  Location: AT THE S JCT TH 71 (Lat: 47.431328,  Lng: -94.863664),  Route carried "under" structure: US 2,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 5,947 (year 2019),  Truck Traffic: 11%,  Features Intersected: US 2,  Facility Carried by Structure: US 71
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.7m (107.3ft)

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Structure Number: 4016,  Location: AT THE S JCT TH 71 (Lat: 47.431244,  Lng: -94.863319),  Route carried "under" structure: US 2,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 5,947 (year 2019),  Truck Traffic: 11%,  Features Intersected: US 2,  Facility Carried by Structure: US 71
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.7m (107.3ft)

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Structure Number: 4017,  Location: 1.6 MI E OF S JCT TH 71 (Lat: 47.430089,  Lng: -94.832322),  Route carried "under" structure: County highway 50,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 4,100 (year 2003),  Features Intersected: BNSF; CSAH 50,  Facility Carried by Structure: US 2
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.6m (123.4ft)

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Structure Number: 4018,  Location: 1.6 MI E OF S JCT TH 71 (Lat: 47.429803,  Lng: -94.832031),  Route carried "under" structure: County highway 50,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 4,100 (year 2003),  Features Intersected: BNSF; CSAH 50,  Facility Carried by Structure: US 2
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.6m (123.4ft)

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Structure Number: 4019,  Location: 0.8 MI NW OF S JCT TH 71 (Lat: 47.439256,  Lng: -94.876394),  Route carried "under" structure: US 2,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 11,200 (year 2019),  Truck Traffic: 7%,  Features Intersected: US 2,  Facility Carried by Structure: CSAH 11
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 4021,  Location: 3.7 MI N OF JCT TH 2 (Lat: 47.543775,  Lng: -94.885042),  Route carried "under" structure: US 71,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 4,132 (year 2019),  Truck Traffic: 10%,  Features Intersected: US 71,  Facility Carried by Structure: CSAH 15
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.6m (139.8ft)

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Structure Number: 4023,  Location: 4.7 MI NW OF S JCT TH 71 (Lat: 47.483156,  Lng: -94.919533),  Route carried "under" structure: US 2,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 15,824 (year 2019),  Truck Traffic: 6%,  Features Intersected: US 2,  Facility Carried by Structure: CSAH 6
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.4m (106.3ft)

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Structure Number: 4025,  Location: 0.9 mi N of jct TH 2 (Lat: 47.445678,  Lng: -94.863686),  Route carried "under" structure: State highway 197,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 5,947 (year 2019),  Truck Traffic: 12%,  Features Intersected: TH 197,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 4026,  Location: 1.3 mi E of jct TH 71 (Lat: 47.430019,  Lng: -94.836739),  Route carried "under" structure: US 2,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 5,947 (year 2019),  Truck Traffic: 11%,  Features Intersected: TH 2,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 4027,  Location: .04 MI N TH 197; 1ST E (Lat: 47.460583,  Lng: -94.865050),  Route carried "under" structure: State highway 197,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 21,267 (year 2019),  Truck Traffic: 6%,  Features Intersected: TH 197,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 61.0m (200.1ft)