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

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Structure Number: 2523,  Location: 0.2 MI NE OF JCT CSAH 1 (Lat: 45.045692,  Lng: -93.273133),  Route carried "on" structure: County highway 2,  Year Built: 1973,  Status: Open,  Structure Length: 35.34m (115.94ft),  Average Daily Traffic: 6,480 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,480 (year 2034),  Design Load: HS 20,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 62.5m (205.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 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: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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

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Structure Number: 2541,  Location: 1.5 MI N OF JCT TH 694 (Lat: 45.089972,  Lng: -93.276139),  Route carried "on" structure: County highway 1,  Year Built: 1988,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 13,912 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,912 (year 2034),  Design Load: HS 20,  Features Intersected: RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 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,  Waterway Adequacy: 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: 2587,  Location: 0.2 MI W OF JCT TH 47 (Lat: 45.068761,  Lng: -93.268325),  Route carried "on" structure: ,  Year Built: 2017,  Status: Open,  Structure Length: 6.16m (20.21ft),  Features Intersected: I 694,  Facility Carried by Structure: PEDESTRIAN
Lanes under structure: 8,  Owner: County Highway Agency,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 60.6m (198.8ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Underclear: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2807,  Location: 0.4 MI W OF JCT TH 47 (Lat: 45.068858,  Lng: -93.271644),  Route carried "on" structure: ,  Year Built: 1987,  Status: Open,  Structure Length: 5.43m (17.81ft),  Features Intersected: I 694,  Facility Carried by Structure: RAILROAD
Lanes under structure: 8,  Owner: Railroad,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.4m (86.6ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 2021,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2811,  Location: 0.4 MI E OF JCT TH 47 (Lat: 45.068550,  Lng: -93.257814),  Route carried "on" structure: Interstate 694,  Year Built: 1988,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 141,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 141,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: 7th St. NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.5m (146.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.5m (149.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 82.0 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 2813,  Location: AT THE JCT TH 47 (Lat: 45.068744,  Lng: -93.263336),  Route carried "on" structure: Interstate 694,  Year Built: 1988,  Status: Open,  Structure Length: 4.76m (15.62ft),  Average Daily Traffic: 141,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 141,000 (year 2039),  Design Load: HS 20,  Features Intersected: MN 47
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 38.2m (125.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 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: July 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: 2815,  Location: AT THE JCT TH 65 (Lat: 45.067783,  Lng: -93.247742),  Route carried "on" structure: Interstate 694,  Year Built: 1988,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 125,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 126,000 (year 2039),  Design Load: HS 20,  Features Intersected: MN 65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 43.1m (141.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 8787,  Location: 1.8 Mi North of Jct TH 6 (Lat: 45.093728,  Lng: -93.243531),  Route carried "on" structure: State highway 65,  Year Built: 1953,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 31,132 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,500 (year 2039),  Design Load: H 20,  Features Intersected: RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Equal to 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: October 2020,  Underwater Inspection Date: May 2021

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Structure Number: 91097,  Location: 1.4 MI N OF TH 694 (Lat: 45.091647,  Lng: -93.263528),  Route carried "on" structure: State highway 47,  Year Built: 1965,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 32,500 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 34,000 (year 2039),  Design Load: H 20,  Features Intersected: Rice Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: 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: July 2021

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Structure Number: 986,  Location: 0.2 MI W OF JCT TH 47 (Lat: 45.068714,  Lng: -93.268128),  Route carried "on" structure: County highway 102,  Year Built: 1964,  Status: Open,  Structure Length: 5.07m (16.63ft),  Average Daily Traffic: 5,900 (year 2016),  Average Future Daily Traffic: 5,900 (year 2039),  Design Load: HS 20,  Features Intersected: I 694
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $951,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9861,  Location: 0.8 MI W OF JCT TH 47 (Lat: 45.069378,  Lng: -93.278931),  Route carried "on" structure: Interstate 694,  Year Built: 1962,  Status: Open,  Structure Length: 5.17m (16.96ft),  Average Daily Traffic: 80,500 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 80,500 (year 2039),  Design Load: HS 20,  Features Intersected: E RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 9862,  Location: 0.8 MI W OF JCT TH 47 (Lat: 45.069156,  Lng: -93.279036),  Route carried "on" structure: Interstate 694,  Year Built: 1964,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.17m (16.96ft),  Average Daily Traffic: 81,500 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 77,500 (year 2039),  Design Load: HS 20,  Features Intersected: E RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 28.1m (92.2ft),  Out-to-Out Width: 29.1m (95.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 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: July 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: 9868,  Location: 1.3 MI E OF JCT TH 47 (Lat: 45.066242,  Lng: -93.236786),  Route carried "on" structure: City street 313,  Year Built: 1964,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 1,900 (year 2017),  Average Future Daily Traffic: 1,900 (year 2039),  Design Load: HS 20,  Features Intersected: I 694
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.8m (68.2ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Other

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Structure Number: 2587,  Location: 0.2 MI W OF JCT TH 47 (Lat: 45.068761,  Lng: -93.268325),  Route carried "under" structure: Interstate 694,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 158,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: I 694,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 60.6m (198.8ft)

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Structure Number: 2807,  Location: 0.4 MI W OF JCT TH 47 (Lat: 45.068858,  Lng: -93.271644),  Route carried "under" structure: Interstate 694,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 158,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: I 694,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.4m (86.6ft)

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Structure Number: 2811,  Location: 0.4 MI E OF JCT TH 47 (Lat: 45.068550,  Lng: -93.257814),  Route carried "under" structure: City street 312,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 3,300 (year 2005),  Features Intersected: 7th St. NE,  Facility Carried by Structure: I 694
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 2813,  Location: AT THE JCT TH 47 (Lat: 45.068744,  Lng: -93.263336),  Route carried "under" structure: State highway 47,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 29,269 (year 2019),  Truck Traffic: 5%,  Features Intersected: MN 47,  Facility Carried by Structure: I 694
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 2815,  Location: AT THE JCT TH 65 (Lat: 45.067783,  Lng: -93.247742),  Route carried "under" structure: State highway 65,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 36,711 (year 2019),  Truck Traffic: 3%,  Features Intersected: MN 65,  Facility Carried by Structure: I 694
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.2m (102.4ft)

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Structure Number: 986,  Location: 0.2 MI W OF JCT TH 47 (Lat: 45.068714,  Lng: -93.268128),  Route carried "under" structure: Interstate 694,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 158,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: I 694,  Facility Carried by Structure: CSAH 102
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 9861,  Location: 0.8 MI W OF JCT TH 47 (Lat: 45.069378,  Lng: -93.278931),  Route carried "under" structure: County highway 1,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 2005),  Features Intersected: E RIVER RD,  Facility Carried by Structure: I 694
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 9862,  Location: 0.8 MI W OF JCT TH 47 (Lat: 45.069156,  Lng: -93.279036),  Route carried "under" structure: County highway 1,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 22,000 (year 2005),  Features Intersected: E RIVER RD,  Facility Carried by Structure: I 694
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.1m (82.3ft)

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Structure Number: 9868,  Location: 1.3 MI E OF JCT TH 47 (Lat: 45.066242,  Lng: -93.236786),  Route carried "under" structure: Interstate 694,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 125,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: I 694,  Facility Carried by Structure: MSAS 313
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.8m (68.2ft)