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

Find on map >>   Show street view

Structure Number: 19036,  Location: AT JCT OF TH 13; CSAH 5 (Lat: 44.772647,  Lng: -93.304883),  Route carried "on" structure: County highway 5,  Year Built: 2013,  Status: Open,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 24,800 (year 2017),  Average Future Daily Traffic: 24,800 (year 2039),  Design Load: HL 93,  Features Intersected: TH 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.8m (84.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.3 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: 37.9 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 19522,  Location: 1.8 MI S OF JCT TH 13 (Lat: 44.752408,  Lng: -93.286156),  Route carried "on" structure: County highway 38,  Year Built: 1984,  Status: Open,  Structure Length: 6.24m (20.47ft),  Average Daily Traffic: 17,100 (year 2016),  Average Future Daily Traffic: 17,100 (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: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.8 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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 19527,  Location: 0.4 MI N OF JCT TH 35E (Lat: 44.745742,  Lng: -93.282981),  Route carried "on" structure: County highway 42,  Year Built: 1989,  Status: Open,  Structure Length: 8.86m (29.07ft),  Average Daily Traffic: 51,292 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 51,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I 35W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 45.8m (150.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 97.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1956,  Location: 0.3 MI W OF JCT CSAH 5 (Lat: 44.746453,  Lng: -93.309975),  Route carried "on" structure: County highway 42,  Year Built: 2007,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 37,020 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 39,000 (year 2039),  Design Load: HL 93,  Features Intersected: CP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 46.1m (151.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 19564,  Location: 0.2 MI NE OF JCT TH 35 W (Lat: 44.800850,  Lng: -93.284325),  Route carried "on" structure: City street 1,  Year Built: 2012,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 1,040 (year 1987),  Average Future Daily Traffic: 1,040 (year 2029),  Design Load: HL 93,  Features Intersected: CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 48.3 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: 36.6 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 19804,  Location: 0.5 MI S OF JCT TH 35 E (Lat: 44.730575,  Lng: -93.283042),  Route carried "on" structure: City street 101,  Year Built: 1988,  Status: Open,  Structure Length: 6.78m (22.24ft),  Average Daily Traffic: 7,400 (year 2014),  Average Future Daily Traffic: 7,400 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 71.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 19809,  Location: AT S JCT TH 35;35E (Lat: 44.739894,  Lng: -93.283058),  Route carried "on" structure: Interstate 35E,  Year Built: 1964,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 22,500 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,500 (year 2039),  Design Load: HS 20,  Features Intersected: I 35W
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: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.9m (104.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.4 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: Equal to present minimum criteria,  Deck Geometry: Equal to 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 19811,  Location: 0.4 MI NE OF JCT TH 35W (Lat: 44.743489,  Lng: -93.277472),  Route carried "on" structure: Interstate 35E,  Year Built: 1978,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 28,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,000 (year 2039),  Design Load: HS 20,  Features Intersected: CSAH 42
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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.7m (153.2ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 19813,  Location: 2.3 MI NE OF JCT TH 35W (Lat: 44.759547,  Lng: -93.247986),  Route carried "on" structure: Interstate 35E,  Year Built: 1979,  Status: Open,  Structure Length: 7.75m (25.43ft),  Average Daily Traffic: 32,500 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,500 (year 2039),  Design Load: HS 20,  Features Intersected: CSAH 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  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: 3,  Length of Maximum Span: 36.7m (120.4ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 19814,  Location: 2.3 MI NE OF JCT TH 35W (Lat: 44.759225,  Lng: -93.248008),  Route carried "on" structure: Interstate 35E,  Year Built: 1979,  Status: Open,  Structure Length: 7.00m (22.97ft),  Average Daily Traffic: 30,500 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,500 (year 2039),  Design Load: HS 20,  Features Intersected: CSAH 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  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: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.4 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 19863,  Location: 2.2 MI N OF JCT TH 35E (Lat: 44.769919,  Lng: -93.288597),  Route carried "on" structure: City street 102,  Year Built: 1969,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 16,800 (year 2015),  Average Future Daily Traffic: 16,800 (year 2039),  Design Load: HS 20,  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: 20.1m (65.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.3m (102.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 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

Find on map >>   Show street view

Structure Number: 19889,  Location: 1.0 MI NE OF JCT TH 35W (Lat: 44.749206,  Lng: -93.268264),  Route carried "on" structure: City street 101,  Year Built: 1979,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 6,800 (year 2014),  Average Future Daily Traffic: 6,800 (year 2039),  Design Load: HS 20,  Features Intersected: I 35E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.8m (147.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 19891,  Location: AT S JCT TH 35E; 35 (Lat: 44.737269,  Lng: -93.283439),  Route carried "on" structure: Interstate 35W,  Year Built: 1980,  Status: Open,  Structure Length: 7.36m (24.15ft),  Average Daily Traffic: 26,500 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,500 (year 2039),  Design Load: HS 20,  Features Intersected: SOTHCROSS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 19892,  Location: AT JCT TH 35E; 35 (Lat: 44.737206,  Lng: -93.283158),  Route carried "on" structure: Interstate 35W,  Year Built: 1980,  Status: Open,  Structure Length: 7.05m (23.13ft),  Average Daily Traffic: 25,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,500 (year 2039),  Design Load: HS 20,  Features Intersected: SOTHCROSS DRIVE
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: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 99.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 19893,  Location: AT THE JCT TH 35W (Lat: 44.737519,  Lng: -93.284569),  Route carried "on" structure: Interstate 35E,  Year Built: 1979,  Status: Open,  Structure Length: 9.73m (31.92ft),  Average Daily Traffic: 22,500 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,500 (year 2039),  Design Load: HS 20,  Features Intersected: Southcross Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 52.3m (171.6ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.2 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 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 6583,  Location: 0.5 MI N OF JCT TH 13 (Lat: 44.782167,  Lng: -93.288475),  Route carried "on" structure: Interstate 35W,  Year Built: 1959,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 92,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 96,000 (year 2039),  Design Load: HS 20,  Features Intersected: UP RR, Cliff Rd (CSAH32)
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: 37.2m (122.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 38.2m (125.3ft),  Out-to-Out Width: 40.0m (131.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 917,  Location: 0.5 MI E OF JCT CSAH 13 (Lat: 46.643589,  Lng: -95.509300),  Route carried "on" structure: County highway 8,  Year Built: 1978,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 1,250 (year 2015),  Average Future Daily Traffic: 1,250 (year 2039),  Design Load: HS 20,  Features Intersected: TOAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) 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,  Length Of Structure Improvement: 0.43m (1.41ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $85,000,000,  Total Project Cost: $192,000,000

Find on map >>   Show street view

Structure Number: 91751,  Location: 1.1 MI N OF JCT CSAH 60 (Lat: 46.680533,  Lng: -95.542808),  Route carried "on" structure: County highway 230,  Year Built: 1978,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 31 (year 1986),  Average Future Daily Traffic: 31 (year 2029),  Design Load: HS 20,  Features Intersected: TOAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.49m (1.61ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $110,000,000,  Total Project Cost: $145,000,000

Find on map >>   Show street view

Structure Number: 91798,  Location: 0.8 MI W OF JCT CSAH 13 (Lat: 46.716133,  Lng: -95.539842),  Route carried "on" structure: County highway 1173,  Year Built: 1980,  Status: Posted for load,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 21 (year 1986),  Average Future Daily Traffic: 21 (year 2029),  Features Intersected: TOAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 14.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.43m (1.41ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $91,217,000,  Roadway Improvement Cost: $36,487,000,  Total Project Cost: $127,704,000

Find on map >>   Show street view

Structure Number: 91899,  Location: 0.2 MI W OF JCT CSAH 13 (Lat: 46.665306,  Lng: -95.524536),  Route carried "on" structure: County highway 60,  Year Built: 1985,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 380 (year 2015),  Average Future Daily Traffic: 380 (year 2039),  Design Load: HS 20,  Features Intersected: TOAD RIVER
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,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $90,000,000,  Total Project Cost: $156,000,000

Find on map >>   Show street view

Structure Number: 91933,  Location: 0.5 MI N OF JCT CSAH 8 (Lat: 46.651256,  Lng: -95.519608),  Route carried "on" structure: County highway 13,  Year Built: 1999,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 860 (year 2015),  Average Future Daily Traffic: 860 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: TOAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) 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 48 months,  Inspection Date: November 2020

Find on map >>   Show street view

Structure Number: 95049,  Location: 0.2 MI W OF JCT CSAH 67 (Lat: 46.716186,  Lng: -95.391944),  Route carried "on" structure: County highway 1172,  Year Built: 1980,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 36 (year 1986),  Average Future Daily Traffic: 36 (year 2029),  Design Load: HS 20,  Features Intersected: RED EYE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Fair,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $68,000,000,  Total Project Cost: $161,000,000

Find on map >>   Show street view

Structure Number: 95168,  Location: 1.4 MI S OF N CO LINE (Lat: 46.696033,  Lng: -95.330964),  Route carried "on" structure: County highway 108,  Year Built: 1979,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 30 (year 1986),  Average Future Daily Traffic: 30 (year 2029),  Design Load: HS 20,  Features Intersected: RED EYE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $68,000,000,  Total Project Cost: $124,000,000

Find on map >>   Show street view

Structure Number: 96883,  Location: 1.8 MI N OF JCT CSAH 62 (Lat: 46.699336,  Lng: -95.353425),  Route carried "on" structure: County highway 67,  Year Built: 1990,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 340 (year 2015),  Average Future Daily Traffic: 340 (year 2039),  Design Load: HS 20,  Features Intersected: RED EYE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  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 desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $88,000,000,  Total Project Cost: $124,000,000

Find on map >>   Show street view

Structure Number: 9693,  Location: 3.2 MI N OF JCT TH 210 (Lat: 46.334531,  Lng: -96.124083),  Route carried "on" structure: Interstate 94,  Year Built: 1960,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 9,100 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,100 (year 2039),  Features Intersected: PELICAN 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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  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,  Inspection Date: August 2021

Find on map >>   Show street view

Structure Number: 9693,  Location: 0.4 MI S OF JCT TH 13 (Lat: 44.777667,  Lng: -93.260222),  Route carried "on" structure: City street 104,  Year Built: 1969,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 5,100 (year 2014),  Average Future Daily Traffic: 5,100 (year 2039),  Design Load: H 20,  Features Intersected: PED WALK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Culverts: Very 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: 26.1 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 9779,  Location: AT THE JCT OF TH 13; 35W (Lat: 44.775322,  Lng: -93.288369),  Route carried "on" structure: State highway 13,  Year Built: 1959,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.92m (19.42ft),  Average Daily Traffic: 17,750 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,750 (year 2039),  Design Load: HS 20,  Features Intersected: I 35W
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: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 57.1 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $59,000,000,  Total Project Cost: $889,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 978,  Location: AT THE JCT OF TH 13; 35W (Lat: 44.775108,  Lng: -93.288375),  Route carried "on" structure: State highway 13,  Year Built: 1959,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.92m (19.42ft),  Average Daily Traffic: 20,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,750 (year 2039),  Design Load: HS 20,  Features Intersected: I 35W
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: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Better than present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $59,000,000,  Total Project Cost: $889,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: L5773,  Location: 0.1 MI W OF TH 77 (Lat: 44.825006,  Lng: -93.233483),  Route carried "on" structure: City street 980,  Year Built: 1953,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 872 (year 1987),  Average Future Daily Traffic: 872 (year 2029),  Features Intersected: BLACKDOG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 23.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $75,000,000,  Roadway Improvement Cost: $15,000,000,  Total Project Cost: $62,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Find on map >>   Show street view

Structure Number: 19036,  Location: AT JCT OF TH 13; CSAH 5 (Lat: 44.772647,  Lng: -93.304883),  Route carried "under" structure: State highway 13,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 56,852 (year 2019),  Truck Traffic: 8%,  Features Intersected: TH 13,  Facility Carried by Structure: CSAH 5
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.8m (84.6ft)

Find on map >>   Show street view

Structure Number: 19522,  Location: 1.8 MI S OF JCT TH 13 (Lat: 44.752408,  Lng: -93.286156),  Route carried "under" structure: Interstate 35W,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 78,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 35W,  Facility Carried by Structure: CSAH 38
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>   Show street view

Structure Number: 19527,  Location: 0.4 MI N OF JCT TH 35E (Lat: 44.745742,  Lng: -93.282981),  Route carried "under" structure: Interstate 35W,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: I 35W,  Facility Carried by Structure: CSAH 42
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.9m (144.0ft)

Find on map >>   Show street view

Structure Number: 19804,  Location: 0.5 MI S OF JCT TH 35 E (Lat: 44.730575,  Lng: -93.283042),  Route carried "under" structure: Interstate 35,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 104,000 (year 2019),  Truck Traffic: 8%,  Features Intersected: I 35,  Facility Carried by Structure: MSAS 101
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

Find on map >>   Show street view

Structure Number: 19809,  Location: AT S JCT TH 35;35E (Lat: 44.739894,  Lng: -93.283058),  Route carried "under" structure: Interstate 35W,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: I 35W,  Facility Carried by Structure: I 35E
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.9m (104.7ft)

Find on map >>   Show street view

Structure Number: 19811,  Location: 0.4 MI NE OF JCT TH 35W (Lat: 44.743489,  Lng: -93.277472),  Route carried "under" structure: County highway 42,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 51,292 (year 2019),  Truck Traffic: 3%,  Features Intersected: CSAH 42,  Facility Carried by Structure: I 35E
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.7m (153.2ft)

Find on map >>   Show street view

Structure Number: 19812,  Location: 0.4 MI NE OF JCT TH 35W (Lat: 44.743344,  Lng: -93.277200),  Route carried "under" structure: County highway 42,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 51,292 (year 2019),  Truck Traffic: 3%,  Features Intersected: CSAH 42,  Facility Carried by Structure: I 35E
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.7m (153.2ft)

Find on map >>   Show street view

Structure Number: 19813,  Location: 2.3 MI NE OF JCT TH 35W (Lat: 44.759547,  Lng: -93.247986),  Route carried "under" structure: County highway 11,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2007),  Features Intersected: CSAH 11,  Facility Carried by Structure: I 35E
Minimum Vertical Clearance: 6.92m (22.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.7m (120.4ft)

Find on map >>   Show street view

Structure Number: 19814,  Location: 2.3 MI NE OF JCT TH 35W (Lat: 44.759225,  Lng: -93.248008),  Route carried "under" structure: County highway 11,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2007),  Features Intersected: CSAH 11,  Facility Carried by Structure: I 35E
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

Find on map >>   Show street view

Structure Number: 19863,  Location: 2.2 MI N OF JCT TH 35E (Lat: 44.769919,  Lng: -93.288597),  Route carried "under" structure: Interstate 35W,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 89,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 35W,  Facility Carried by Structure: MSAS 102
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

Find on map >>   Show street view

Structure Number: 19866,  Location: 1.6 MI NE OF JCT TH 35W (Lat: 44.753747,  Lng: -93.261100),  Route carried "under" structure: Interstate 35E,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35E,  Facility Carried by Structure: CSAH 38
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.6m (152.9ft)

Find on map >>   Show street view

Structure Number: 19889,  Location: 1.0 MI NE OF JCT TH 35W (Lat: 44.749206,  Lng: -93.268264),  Route carried "under" structure: Interstate 35E,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35E,  Facility Carried by Structure: MSAS 101
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)

Find on map >>   Show street view

Structure Number: 19891,  Location: AT S JCT TH 35E; 35 (Lat: 44.737269,  Lng: -93.283439),  Route carried "under" structure: City street 113,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 6,800 (year 2007),  Features Intersected: SOTHCROSS DRIVE,  Facility Carried by Structure: I 35W
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.6m (166.0ft)

Find on map >>   Show street view

Structure Number: 19892,  Location: AT JCT TH 35E; 35 (Lat: 44.737206,  Lng: -93.283158),  Route carried "under" structure: City street 113,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 6,800 (year 2007),  Features Intersected: SOTHCROSS DRIVE,  Facility Carried by Structure: I 35W
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.6m (166.0ft)

Find on map >>   Show street view

Structure Number: 19893,  Location: AT THE JCT TH 35W (Lat: 44.737519,  Lng: -93.284569),  Route carried "under" structure: City street 113,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2005),  Features Intersected: Southcross Drive,  Facility Carried by Structure: I 35E
Minimum Vertical Clearance: 8.20m (26.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.3m (171.6ft)

Find on map >>   Show street view

Structure Number: 6583,  Location: 0.5 MI N OF JCT TH 13 (Lat: 44.782167,  Lng: -93.288475),  Route carried "under" structure: County highway 32,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 11,300 (year 2007),  Features Intersected: UP RR, Cliff Rd (CSAH32),  Facility Carried by Structure: I 35W
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

Find on map >>   Show street view

Structure Number: 9779,  Location: AT THE JCT OF TH 13; 35W (Lat: 44.775322,  Lng: -93.288369),  Route carried "under" structure: Interstate 35W,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 89,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 35W,  Facility Carried by Structure: MN 13
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

Find on map >>   Show street view

Structure Number: 978,  Location: AT THE JCT OF TH 13; 35W (Lat: 44.775108,  Lng: -93.288375),  Route carried "under" structure: Interstate 35W,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 89,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 35W,  Facility Carried by Structure: MN 13
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)