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

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Structure Number: 62038,  Location: 0.9 MI S OF JCT TH 694 (Lat: 45.050228,  Lng: -93.156808),  Route carried "on" structure: County highway 15,  Year Built: 2015,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 15,400 (year 2016),  Average Future Daily Traffic: 15,400 (year 2039),  Design Load: HL 93,  Features Intersected: TH 51 (SNELLING AVE)
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: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  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: 36.9 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: 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: August 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: 62051,  Location: AT THE JCT TH 694; 51 (Lat: 45.063356,  Lng: -93.158219),  Route carried "on" structure: Ramp State highway 197,  Year Built: 2012,  Status: Open,  Structure Length: 4.37m (14.34ft),  Average Daily Traffic: 16,000 (year 2016),  Average Future Daily Traffic: 25,000 (year 2030),  Design Load: HL 93,  Features Intersected: I 694 WB
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: 18.9m (62.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.7m (143.4ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 89.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 62052,  Location: 0.47 MI E OF JCT TH694;10 (Lat: 45.061469,  Lng: -93.158264),  Route carried "on" structure: State highway 51,  Year Built: 2012,  Status: Open,  Structure Length: 8.64m (28.35ft),  Average Daily Traffic: 31,500 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 31,500 (year 2039),  Design Load: HL 93,  Features Intersected: I 694; RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.0m (147.6ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 91.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 62057,  Location: AT THE S JCT TH 10; 35W (Lat: 45.091836,  Lng: -93.188164),  Route carried "on" structure: Ramp Other road 10,  Year Built: 2012,  Status: Open,  Structure Length: 12.45m (40.85ft),  Average Daily Traffic: 11,550 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,500 (year 2029),  Design Load: HL 93,  Features Intersected: I 35W; 35W SB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.4m (129.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 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: 40.2 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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: 62058,  Location: AT THE S JCT TH 10; 35W (Lat: 45.088622,  Lng: -93.187967),  Route carried "on" structure: US 10,  Year Built: 2012,  Status: Open,  Structure Length: 15.23m (49.97ft),  Average Daily Traffic: 26,399 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,000 (year 2039),  Design Load: HL 93,  Features Intersected: I 35W; NB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 50.9 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: 32.7 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: Better than 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: 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: 62071,  Location: JCT OF US10 AND CSAH96 (Lat: 45.079250,  Lng: -93.176614),  Route carried "on" structure: US 10,  Year Built: 2013,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 19,918 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,000 (year 2039),  Design Load: HL 93,  Features Intersected: CSAH 96
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: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.8m (140.4ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.3 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: 40.8 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 62072,  Location: AT JCT OF US10 AND CSAH96 (Lat: 45.079236,  Lng: -93.176225),  Route carried "on" structure: US 10,  Year Built: 2013,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 19,918 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,000 (year 2039),  Design Load: HL 93,  Features Intersected: CSAH 96
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: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.9m (140.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 62.2 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: 40.8 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 62539,  Location: 0.2 Mmi E of jct TH 35W (Lat: 45.107997,  Lng: -93.185333),  Route carried "on" structure: County highway 3,  Year Built: 2000,  Status: Open,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 7,800 (year 2017),  Average Future Daily Traffic: 7,800 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Rice Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.0m (49.2ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior 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: November 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: 62569,  Location: 0.5 MI S OF JCT CSAH 73 (Lat: 45.050372,  Lng: -93.187775),  Route carried "on" structure: County highway 46,  Year Built: 2001,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 2,650 (year 2014),  Average Future Daily Traffic: 2,650 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: CP RAIL
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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 62716,  Location: 0.2 MI W OF JCT TH 10 (Lat: 45.066781,  Lng: -93.169747),  Route carried "on" structure: Interstate 694,  Year Built: 2013,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 41,500 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,500 (year 2039),  Design Load: HL 93,  Features Intersected: CSAH 76
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 62717,  Location: 0.2 MI W OF JCT TH 10 (Lat: 45.066478,  Lng: -93.169722),  Route carried "on" structure: Interstate 694,  Year Built: 2012,  Status: Open,  Structure Length: 3.34m (10.96ft),  Average Daily Traffic: 45,500 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,500 (year 2039),  Design Load: HL 93,  Features Intersected: CSAH 76
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.4m (109.6ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 62719,  Location: AT THE JCT TH 694; 10 (Lat: 45.066361,  Lng: -93.166153),  Route carried "on" structure: Interstate 694,  Year Built: 2013,  Status: Open,  Structure Length: 8.83m (28.97ft),  Average Daily Traffic: 33,000 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 33,000 (year 2039),  Design Load: HL 93,  Features Intersected: US 10 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.8m (127.3ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 6272,  Location: AT THE JCT TH 694; 10 (Lat: 45.066064,  Lng: -93.165969),  Route carried "on" structure: Interstate 694,  Year Built: 2012,  Status: Open,  Structure Length: 9.32m (30.58ft),  Average Daily Traffic: 34,500 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 33,000 (year 2039),  Design Load: HL 93,  Features Intersected: US 10 SB
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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.5m (139.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 62732,  Location: 0.4 Mi N of S Jct TH 10 (Lat: 45.095422,  Lng: -93.188239),  Route carried "on" structure: County highway 9,  Year Built: 2016,  Status: Open,  Structure Length: 7.67m (25.16ft),  Average Daily Traffic: 10,000 (year 2014),  Average Future Daily Traffic: 24,900 (year 2036),  Design Load: HL 93,  Features Intersected: I 35W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.6 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: 42.4 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: Better than 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 62873,  Location: 0.7 MI S OF JCT TH 694 (Lat: 45.057406,  Lng: -93.187494),  Route carried "on" structure: County highway 73,  Year Built: 2016,  Status: Open,  Structure Length: 7.00m (22.97ft),  Average Daily Traffic: 11,000 (year 2017),  Average Future Daily Traffic: 11,000 (year 2039),  Design Load: HL 93,  Features Intersected: I 35W
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: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.9m (114.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.8 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: 33.0 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6289,  Location: 0.2 MI S OF JCT TH 694 (Lat: 45.064686,  Lng: -93.186347),  Route carried "on" structure: City street 121,  Year Built: 2015,  Status: Open,  Structure Length: 8.67m (28.44ft),  Average Daily Traffic: 4,300 (year 2017),  Average Future Daily Traffic: 4,300 (year 2039),  Design Load: HL 93,  Features Intersected: I 35W; I 35W SB ON RAMP
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: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.8m (140.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 61.9 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: 47.6 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 62911,  Location: 0.8 MI N OF JCT TH 694 (Lat: 45.079147,  Lng: -93.185469),  Route carried "on" structure: County highway 96,  Year Built: 2015,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 12,200 (year 2015),  Average Future Daily Traffic: 12,200 (year 2039),  Design Load: HL 93,  Features Intersected: I 35W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 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: 24.4m (80.1ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 56.4 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: 35.0 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: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 62937,  Location: 0.4 Mi N of S Jct TH 10 (Lat: 45.093117,  Lng: -93.187836),  Route carried "on" structure: US 10,  Year Built: 2016,  Status: Open,  Structure Length: 8.28m (27.17ft),  Average Daily Traffic: 61,500 (year 2017),  Average Future Daily Traffic: 61,500 (year 2039),  Design Load: HL 93,  Features Intersected: I 35W NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  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: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.8 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: 40.2 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  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: 62942,  Location: 2.8 MI N OF JCT TH 694 (Lat: 45.107958,  Lng: -93.188369),  Route carried "on" structure: Interstate 35W,  Year Built: 2019,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 144,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 144,000 (year 2039),  Design Load: HL 93,  Features Intersected: COUNTY RD I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 12,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.3m (86.3ft),  Curb-To-Curb Width: 53.5m (175.5ft),  Out-to-Out Width: 55.2m (181.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.8 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: 40.8 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: 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: November 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: 62J17,  Location: 0.1 MI N OF TH 51 (Lat: 45.039525,  Lng: -93.160239),  Route carried "on" structure: City street 111,  Year Built: 2018,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,600 (year 2017),  Average Future Daily Traffic: 1,600 (year 2039),  Design Load: HL 93,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 62X04,  Location: 1.1 MI N OF JCT CSAH 96 (Lat: 45.094672,  Lng: -93.187050),  Route carried "on" structure: Ramp Interstate 1972,  Year Built: 2015,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 1 (year 2015),  Average Future Daily Traffic: 1 (year 2036),  Design Load: HL 93,  Features Intersected: RICE CREEK
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: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.1 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: 32.4 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2019,  Underwater Inspection Date: October 2020

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Structure Number: 91071,  Location: 0.3 Mi N OF S JCT TH 10 (Lat: 45.094650,  Lng: -93.188194),  Route carried "on" structure: Interstate 35W,  Year Built: 1963,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 128,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 123,000 (year 2039),  Features Intersected: RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 35.9 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 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: October 2020

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Structure Number: 9578,  Location: 1.2 MI N OF JCT TH 694 (Lat: 45.085217,  Lng: -93.186761),  Route carried "on" structure: ,  Year Built: 1963,  Status: Open,  Structure Length: 6.71m (22.01ft),  Features Intersected: I 35W,  Facility Carried by Structure: RAILROAD
Lanes under structure: 6,  Owner: State Highway Agency,  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Underclear: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021

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Structure Number: 9601,  Location: AT THE JCT TH 694; 35W (Lat: 45.067233,  Lng: -93.186042),  Route carried "on" structure: Interstate 694,  Year Built: 1963,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 60,500 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 60,500 (year 2039),  Design Load: HS 20,  Features Intersected: I 35W
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: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $101,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9602,  Location: AT THE JCT TH 694; 35W (Lat: 45.066994,  Lng: -93.185997),  Route carried "on" structure: Interstate 694,  Year Built: 1963,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 60,000 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 60,500 (year 2039),  Design Load: HS 20,  Features Intersected: I 35W
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: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $101,000,000,  Total Project Cost: $999,999,000,  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: 62038,  Location: 0.9 MI S OF JCT TH 694 (Lat: 45.050228,  Lng: -93.156808),  Route carried "under" structure: State highway 51,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 2019),  Truck Traffic: 2%,  Features Intersected: TH 51 (SNELLING AVE),  Facility Carried by Structure: CSAH 15
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 62051,  Location: AT THE JCT TH 694; 51 (Lat: 45.063356,  Lng: -93.158219),  Route carried "under" structure: Ramp US 4617,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2021),  Features Intersected: I 694 WB,  Facility Carried by Structure: CON 197
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.7m (143.4ft)

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Structure Number: 62051,  Location: AT THE JCT TH 694; 51 (Lat: 45.063356,  Lng: -93.158219),  Route carried "under" structure: US 10,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 57,000 (year 2012),  Truck Traffic: 8%,  Features Intersected: I 694 WB,  Facility Carried by Structure: CON 197
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.7m (143.4ft)

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Structure Number: 62052,  Location: 0.47 MI E OF JCT TH694;10 (Lat: 45.061469,  Lng: -93.158264),  Route carried "under" structure: Interstate 694,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 85,000 (year 2019),  Truck Traffic: 9%,  Features Intersected: I 694; RAMP,  Facility Carried by Structure: MN 51
Minimum Vertical Clearance: 6.89m (22.60ft),  Kilometerpoint: 0.000,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.0m (147.6ft)

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Structure Number: 62052,  Location: 0.47 MI E OF JCT TH694;10 (Lat: 45.061469,  Lng: -93.158264),  Route carried "under" structure: Ramp Interstate 31,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2021),  Features Intersected: I 694; RAMP,  Facility Carried by Structure: MN 51
Minimum Vertical Clearance: 6.92m (22.70ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.0m (147.6ft)

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Structure Number: 62057,  Location: AT THE S JCT TH 10; 35W (Lat: 45.091836,  Lng: -93.188164),  Route carried "under" structure: Interstate 35W,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 128,000 (year 2019),  Truck Traffic: 5%,  Features Intersected: I 35W; 35W SB OFF RAMP,  Facility Carried by Structure: UNU 10
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.4m (129.3ft)

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Structure Number: 62057,  Location: AT THE S JCT TH 10; 35W (Lat: 45.091836,  Lng: -93.188164),  Route carried "under" structure: US 10,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 26,399 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35W; 35W SB OFF RAMP
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.4m (129.3ft)

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Structure Number: 62058,  Location: AT THE S JCT TH 10; 35W (Lat: 45.088622,  Lng: -93.187967),  Route carried "under" structure: Interstate 35W,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 128,000 (year 2019),  Truck Traffic: 5%,  Features Intersected: I 35W; NB OFF RAMP,  Facility Carried by Structure: US 10
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 62058,  Location: AT THE S JCT TH 10; 35W (Lat: 45.088622,  Lng: -93.187967),  Route carried "under" structure: US 10,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2012),  Features Intersected: I 35W; NB OFF RAMP
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 62071,  Location: JCT OF US10 AND CSAH96 (Lat: 45.079250,  Lng: -93.176614),  Route carried "under" structure: County highway 96,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 20,900 (year 2011),  Features Intersected: CSAH 96,  Facility Carried by Structure: US 10
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.8m (140.4ft)

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Structure Number: 62072,  Location: AT JCT OF US10 AND CSAH96 (Lat: 45.079236,  Lng: -93.176225),  Route carried "under" structure: County highway 96,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 20,900 (year 2011),  Features Intersected: CSAH 96,  Facility Carried by Structure: US 10
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.9m (140.7ft)

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Structure Number: 62716,  Location: 0.2 MI W OF JCT TH 10 (Lat: 45.066781,  Lng: -93.169747),  Route carried "under" structure: County highway 76,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 3,400 (year 2019),  Truck Traffic: 8%,  Features Intersected: CSAH 76,  Facility Carried by Structure: I 694
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 62717,  Location: 0.2 MI W OF JCT TH 10 (Lat: 45.066478,  Lng: -93.169722),  Route carried "under" structure: County highway 76,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 3,400 (year 2019),  Truck Traffic: 8%,  Features Intersected: CSAH 76,  Facility Carried by Structure: I 694
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.4m (109.6ft)

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Structure Number: 62719,  Location: AT THE JCT TH 694; 10 (Lat: 45.066361,  Lng: -93.166153),  Route carried "under" structure: US 10,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 19,918 (year 2019),  Truck Traffic: 4%,  Features Intersected: US 10 SB,  Facility Carried by Structure: I 694
Minimum Vertical Clearance: 6.95m (22.80ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.8m (127.3ft)

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Structure Number: 6272,  Location: AT THE JCT TH 694; 10 (Lat: 45.066064,  Lng: -93.165969),  Route carried "under" structure: US 10,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 19,918 (year 2019),  Truck Traffic: 4%,  Features Intersected: US 10 SB,  Facility Carried by Structure: I 694
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.5m (139.4ft)

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Structure Number: 62732,  Location: 0.4 Mi N of S Jct TH 10 (Lat: 45.095422,  Lng: -93.188239),  Route carried "under" structure: Interstate 35W,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 128,000 (year 2019),  Truck Traffic: 5%,  Features Intersected: I 35W,  Facility Carried by Structure: CSAH 9
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes under structure: 11,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 62873,  Location: 0.7 MI S OF JCT TH 694 (Lat: 45.057406,  Lng: -93.187494),  Route carried "under" structure: Interstate 35W,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 104,161 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 35W,  Facility Carried by Structure: CSAH 73
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.9m (114.5ft)

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Structure Number: 6289,  Location: 0.2 MI S OF JCT TH 694 (Lat: 45.064686,  Lng: -93.186347),  Route carried "under" structure: Ramp Interstate 2043,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 3,100 (year 2019),  Truck Traffic: 1%,  Features Intersected: I 35W; I 35W SB ON RAMP,  Facility Carried by Structure: MSAS 121
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.8m (140.4ft)

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Structure Number: 6289,  Location: 0.2 MI S OF JCT TH 694 (Lat: 45.064686,  Lng: -93.186347),  Route carried "under" structure: Interstate 35W,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 104,161 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 35W; I 35W SB ON RAMP,  Facility Carried by Structure: MSAS 121
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.8m (140.4ft)

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Structure Number: 6289,  Location: 0.2 MI S OF JCT TH 694 (Lat: 45.064686,  Lng: -93.186347),  Route carried "under" structure: Ramp Interstate 2923,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1994),  Features Intersected: I 35W; I 35W SB ON RAMP,  Facility Carried by Structure: MSAS 121
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.000,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.8m (140.4ft)

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Structure Number: 62911,  Location: 0.8 MI N OF JCT TH 694 (Lat: 45.079147,  Lng: -93.185469),  Route carried "under" structure: Interstate 35W,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 89,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 35W,  Facility Carried by Structure: CSAH 96
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.2m (102.4ft)

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Structure Number: 62937,  Location: 0.4 Mi N of S Jct TH 10 (Lat: 45.093117,  Lng: -93.187836),  Route carried "under" structure: Ramp US 1972,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 160,000 (year 2014),  Features Intersected: I 35W NB,  Facility Carried by Structure: US 10
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 62942,  Location: 2.8 MI N OF JCT TH 694 (Lat: 45.107958,  Lng: -93.188369),  Route carried "under" structure: County highway 3,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 6,300 (year 2018),  Features Intersected: COUNTY RD I
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.3m (86.3ft)

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Structure Number: 9578,  Location: 1.2 MI N OF JCT TH 694 (Lat: 45.085217,  Lng: -93.186761),  Route carried "under" structure: Interstate 35W,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 89,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 35W,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 9601,  Location: AT THE JCT TH 694; 35W (Lat: 45.067233,  Lng: -93.186042),  Route carried "under" structure: Interstate 35W,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 104,161 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 35W,  Facility Carried by Structure: I 694
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.2m (102.4ft)

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Structure Number: 9602,  Location: AT THE JCT TH 694; 35W (Lat: 45.066994,  Lng: -93.185997),  Route carried "under" structure: Interstate 35W,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 106,145 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 35W,  Facility Carried by Structure: I 694
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.2m (102.4ft)