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


  • National Bridge Inventory (NBI) Statistics
  • 69Number of bridges
  • 1,759ft / 536mTotal length
  • $3,270,999,000Total costs
  • 2,511,252Total average daily traffic
  • 90,057Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Eagan
  • No street view available for this location

New bridges in Eagan, MN - historical statistics
  • New bridges - historical statistics
  • 241970-1979
  • 341980-1989
  • 11990-1999
  • 32000-2009
  • 72010-2019
Average Bridge Daily Traffic in Eagan, MN
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 7.7%Very good
  • 23.1%Good
  • 53.8%Satisfactory
  • 15.4%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 11.5%Very good
  • 7.7%Good
  • 53.8%Satisfactory
  • 26.9%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 3.8%Very good
  • 19.2%Good
  • 11.5%Satisfactory
  • 57.7%Fair
  • 7.7%Poor
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Structure Number: 19013,  Location: 0.3 MI N OF JCT TH 13 (Lat: 44.819769,  Lng: -93.224122),  Route carried "on" structure: State highway 77,  Year Built: 1978,  Status: Open,  Structure Length: 6.62m (21.72ft),  Average Daily Traffic: 48,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 47,500 (year 2039),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.2m (105.6ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 70.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $999,999,000,  Total Project Cost: $864,000,000,  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: 19014,  Location: 0.3 MI N OF JCT TH 13 (Lat: 44.819961,  Lng: -93.223803),  Route carried "on" structure: State highway 77,  Year Built: 1978,  Status: Open,  Structure Length: 6.62m (21.72ft),  Average Daily Traffic: 48,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 47,500 (year 2039),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.2m (105.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 68.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $999,999,000,  Total Project Cost: $864,000,000,  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: 19053,  Location: 0.7 MI S OF JCT TH 13 (Lat: 44.804756,  Lng: -93.221056),  Route carried "on" structure: County highway 30,  Year Built: 1978,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 8,800 (year 2016),  Average Future Daily Traffic: 8,800 (year 2039),  Design Load: HS 20,  Features Intersected: TH 77
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: 15.9m (52.2ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: July 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: 19055,  Location: AT THE JCT TH 77; 13 (Lat: 44.815311,  Lng: -93.221261),  Route carried "on" structure: State highway 13,  Year Built: 1978,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 10,850 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,850 (year 2039),  Design Load: HS 20,  Features Intersected: SB TH 77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.0m (108.3ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.4 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: 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: April 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: 19056,  Location: AT THE JCT TH 77; 13 (Lat: 44.814856,  Lng: -93.221308),  Route carried "on" structure: State highway 13,  Year Built: 1978,  Status: Open,  Structure Length: 11.26m (36.94ft),  Average Daily Traffic: 11,600 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,850 (year 2039),  Design Load: HS 20,  Features Intersected: NB TH 77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.0m (108.3ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to 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
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Structure Number: 19067,  Location: 0.9 MI N OF JCT TH 35E (Lat: 44.790281,  Lng: -93.221414),  Route carried "on" structure: County highway 32,  Year Built: 1979,  Status: Open,  Structure Length: 11.21m (36.78ft),  Average Daily Traffic: 30,733 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,000 (year 2039),  Design Load: HS 20,  Features Intersected: TH 77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 31.8m (104.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 80.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Other Coated Reinforcing
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Structure Number: 19096,  Location: 0.S MI S OF JCT TH 13 (Lat: 44.812575,  Lng: -93.219269),  Route carried "on" structure: ,  Year Built: 2017,  Status: Open,  Structure Length: 9.83m (32.25ft),  Features Intersected: TH 77,  Facility Carried by Structure: SKYWAY
Lanes under structure: 8,  Owner: Local Agency,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 59.3m (194.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Underclear: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19528,  Location: .7 MI S OF JCT CSAH 32 (Lat: 44.779697,  Lng: -93.166681),  Route carried "on" structure: County highway 31,  Year Built: 1990,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 20,500 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: PARK TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: 19562,  Location: 0.4 N OF JCT 35E; CSAH28 (Lat: 44.837436,  Lng: -93.160903),  Route carried "on" structure: City street 126,  Year Built: 2008,  Status: Open,  Structure Length: 10.89m (35.73ft),  Average Daily Traffic: 7,200 (year 2014),  Average Future Daily Traffic: 7,200 (year 2039),  Design Load: HL 93,  Features Intersected: I 35E; ON RAMP (NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1981,  Location: 0.25 MI S OF PILOTKNOB RD (Lat: 44.827458,  Lng: -93.170250),  Route carried "on" structure: City street 114,  Year Built: 2012,  Status: Open,  Structure Length: 11.10m (36.42ft),  Average Daily Traffic: 10,200 (year 2014),  Average Future Daily Traffic: 10,200 (year 2039),  Design Load: HL 93,  Features Intersected: I 35E; RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19816,  Location: 1.1 MI NE OF JCT TH 77 (Lat: 44.790183,  Lng: -93.201553),  Route carried "on" structure: County highway 32,  Year Built: 1983,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 28,500 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,100 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: I 35E
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: 15.9m (52.2ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.2m (151.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 89.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19817,  Location: 2.3 MI NE OF JCT TH 77 (Lat: 44.804486,  Lng: -93.190575),  Route carried "on" structure: County highway 30,  Year Built: 1984,  Status: Open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 17,800 (year 2017),  Average Future Daily Traffic: 17,800 (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: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 33.6m (110.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19818,  Location: 2.5 MI SW OF JCT TH 494 (Lat: 44.830611,  Lng: -93.167286),  Route carried "on" structure: County highway 31,  Year Built: 1984,  Status: Open,  Structure Length: 13.77m (45.18ft),  Average Daily Traffic: 30,500 (year 2017),  Average Future Daily Traffic: 30,500 (year 2039),  Design Load: HS 20,  Features Intersected: I 35E SB off ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 31.6m (103.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 79.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.21m (13.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $999,999,000,  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: 19819,  Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858825,  Lng: -93.145881),  Route carried "on" structure: State highway 55,  Year Built: 1981,  Status: Open,  Structure Length: 13.56m (44.49ft),  Average Daily Traffic: 27,500 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,500 (year 2039),  Design Load: HS 20,  Features Intersected: I 35E, NB COL, SB ON RMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19821,  Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858094,  Lng: -93.146122),  Route carried "on" structure: ,  Year Built: 1981,  Status: Open,  Structure Length: 10.42m (34.19ft),  Features Intersected: I 35E, NB COLL,  Facility Carried by Structure: RAILROAD
Lanes under structure: 21,  Owner: State Highway Agency,  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.4m (132.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Underclear: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19825,  Location: 1.5 MI W OF JCT TH 35E (Lat: 44.861242,  Lng: -93.176269),  Route carried "on" structure: Interstate 494,  Year Built: 1973,  Status: Open,  Structure Length: 14.74m (48.36ft),  Average Daily Traffic: 92,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 100,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: TH 13; UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 35.8m (117.5ft),  Out-to-Out Width: 37.9m (124.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 63.3 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: Somewhat better than minimum adequacy,  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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 19826,  Location: 1.1 MI W OF JCT TH 35E (Lat: 44.861192,  Lng: -93.167136),  Route carried "on" structure: County highway 31,  Year Built: 1972,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 19,100 (year 2017),  Average Future Daily Traffic: 19,100 (year 2039),  Design Load: HS 20,  Features Intersected: I 494
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.2m (105.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 79.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 19829,  Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861789,  Lng: -93.150742),  Route carried "on" structure: ,  Year Built: 1981,  Status: Open,  Structure Length: 14.14m (46.39ft),  Features Intersected: I 494, EB COL, EB RMP,  Facility Carried by Structure: RAILROAD
Lanes under structure: 30,  Owner: State Highway Agency,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.3m (115.8ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Underclear: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021
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Structure Number: 19836,  Location: 1.1 MI SW OF JCT TH 494 (Lat: 44.847939,  Lng: -93.153114),  Route carried "on" structure: County highway 26,  Year Built: 1983,  Status: Open,  Structure Length: 10.53m (34.55ft),  Average Daily Traffic: 13,100 (year 2016),  Average Future Daily Traffic: 13,100 (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: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19859,  Location: AT THE JCT TH 77; 35E (Lat: 44.778150,  Lng: -93.217431),  Route carried "on" structure: State highway 77,  Year Built: 1979,  Status: Open,  Structure Length: 18.36m (60.24ft),  Average Daily Traffic: 36,500 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,500 (year 2039),  Design Load: HS 20,  Features Intersected: I 35E, COLL ROADS
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: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1986,  Location: AT THE JCT TH 77; 35E (Lat: 44.778458,  Lng: -93.217086),  Route carried "on" structure: State highway 77,  Year Built: 1979,  Status: Open,  Structure Length: 18.72m (61.42ft),  Average Daily Traffic: 36,500 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,500 (year 2039),  Design Load: HS 20,  Features Intersected: I 35E, COLL ROADS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.7m (110.6ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19864,  Location: 2.3 MI SW OF JCT TH 494 (Lat: 44.833536,  Lng: -93.163739),  Route carried "on" structure: County highway 28,  Year Built: 1984,  Status: Open,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 26,000 (year 2016),  Average Future Daily Traffic: 26,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I 35E, NB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 33.7m (110.6ft),  Out-to-Out Width: 46.9m (153.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19882,  Location: 1.5 MI NE OF JCT TH 77 (Lat: 44.794564,  Lng: -93.198150),  Route carried "on" structure: City street 103,  Year Built: 1983,  Status: Open,  Structure Length: 14.75m (48.39ft),  Average Daily Traffic: 6,000 (year 2014),  Average Future Daily Traffic: 6,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: I 35E
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: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 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: 19883,  Location: 4.0 MI SW OF JCT TH 494 (Lat: 44.811150,  Lng: -93.183914),  Route carried "on" structure: City street 102,  Year Built: 1984,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 4,300 (year 2014),  Average Future Daily Traffic: 4,300 (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: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.17m (10.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $36,000,000,  Total Project Cost: $543,000,000,  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: 9217E,  Location: 2.0 MI E OF JCT TH 77 (Lat: 44.861858,  Lng: -93.197411),  Route carried "on" structure: Interstate 494,  Year Built: 1981,  Status: Open,  Structure Length: 137.43m (450.89ft),  Average Daily Traffic: 46,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 50,000 (year 2039),  Design Load: HS 20,  Features Intersected: Minnesota River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 70.1m (230.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 34,  Length of Maximum Span: 79.2m (259.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: October 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: 9217W,  Location: 2.0 MI E OF JCT TH 77 (Lat: 44.861881,  Lng: -93.197503),  Route carried "on" structure: Interstate 494,  Year Built: 1981,  Status: Open,  Structure Length: 133.92m (439.37ft),  Average Daily Traffic: 46,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 50,000 (year 2039),  Design Load: HS 20,  Features Intersected: Minnesota River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 70.1m (230.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 33,  Length of Maximum Span: 79.2m (259.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: October 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: 19053,  Location: 0.7 MI S OF JCT TH 13 (Lat: 44.804756,  Lng: -93.221056),  Route carried "under" structure: State highway 77,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 73,000 (year 2019),  Truck Traffic: 1%,  Features Intersected: TH 77,  Facility Carried by Structure: CSAH 30
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 19055,  Location: AT THE JCT TH 77; 13 (Lat: 44.815311,  Lng: -93.221261),  Route carried "under" structure: State highway 77,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 71,000 (year 2019),  Truck Traffic: 1%,  Features Intersected: SB TH 77,  Facility Carried by Structure: MN 13
Minimum Vertical Clearance: 6.52m (21.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.0m (108.3ft)

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Structure Number: 19056,  Location: AT THE JCT TH 77; 13 (Lat: 44.814856,  Lng: -93.221308),  Route carried "under" structure: State highway 77,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 71,000 (year 2019),  Truck Traffic: 1%,  Features Intersected: NB TH 77,  Facility Carried by Structure: MN 13
Minimum Vertical Clearance: 5.40m (17.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.0m (108.3ft)

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Structure Number: 19067,  Location: 0.9 MI N OF JCT TH 35E (Lat: 44.790281,  Lng: -93.221414),  Route carried "under" structure: State highway 77,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 73,000 (year 2019),  Truck Traffic: 1%,  Features Intersected: TH 77,  Facility Carried by Structure: CSAH 32
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 19096,  Location: 0.S MI S OF JCT TH 13 (Lat: 44.812575,  Lng: -93.219269),  Route carried "under" structure: State highway 77,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 35,500 (year 2019),  Truck Traffic: 1%,  Features Intersected: TH 77,  Facility Carried by Structure: SKYWAY
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 59.3m (194.6ft)

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Structure Number: 19096,  Location: 0.S MI S OF JCT TH 13 (Lat: 44.812575,  Lng: -93.219269),  Route carried "under" structure: Ramp State highway 843,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 72,000 (year 2004),  Truck Traffic: 3%,  Features Intersected: TH 77,  Facility Carried by Structure: SKYWAY
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 59.3m (194.6ft)

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Structure Number: 19562,  Location: 0.4 N OF JCT 35E; CSAH28 (Lat: 44.837436,  Lng: -93.160903),  Route carried "under" structure: Interstate 35E,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 106,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35E; ON RAMP (NB),  Facility Carried by Structure: MSAS 126
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 19562,  Location: 0.4 N OF JCT 35E; CSAH28 (Lat: 44.837436,  Lng: -93.160903),  Route carried "under" structure: Ramp Interstate 4752,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2008),  Features Intersected: I 35E; ON RAMP (NB),  Facility Carried by Structure: MSAS 126
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 1981,  Location: 0.25 MI S OF PILOTKNOB RD (Lat: 44.827458,  Lng: -93.170250),  Route carried "under" structure: Interstate 35E,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 86,233 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35E; RAMPS,  Facility Carried by Structure: MSAS 114
Minimum Vertical Clearance: 6.37m (20.90ft),  Kilometerpoint: 0.000,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 1981,  Location: 0.25 MI S OF PILOTKNOB RD (Lat: 44.827458,  Lng: -93.170250),  Route carried "under" structure: Ramp Interstate 5567,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 0219),  Features Intersected: I 35E; RAMPS,  Facility Carried by Structure: MSAS 114
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 1981,  Location: 0.25 MI S OF PILOTKNOB RD (Lat: 44.827458,  Lng: -93.170250),  Route carried "under" structure: Ramp Interstate 3295,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2019),  Features Intersected: I 35E; RAMPS,  Facility Carried by Structure: MSAS 114
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 19816,  Location: 1.1 MI NE OF JCT TH 77 (Lat: 44.790183,  Lng: -93.201553),  Route carried "under" structure: Interstate 35E,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 81,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35E,  Facility Carried by Structure: CSAH 32
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.2m (151.6ft)

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Structure Number: 19817,  Location: 2.3 MI NE OF JCT TH 77 (Lat: 44.804486,  Lng: -93.190575),  Route carried "under" structure: Interstate 35E,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 86,233 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35E,  Facility Carried by Structure: CSAH 30
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 19818,  Location: 2.5 MI SW OF JCT TH 494 (Lat: 44.830611,  Lng: -93.167286),  Route carried "under" structure: Interstate 35E,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 86,233 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35E SB off ramp,  Facility Carried by Structure: CSAH 31
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 19818,  Location: 2.5 MI SW OF JCT TH 494 (Lat: 44.830611,  Lng: -93.167286),  Route carried "under" structure: Ramp Interstate 1542,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 1996),  Features Intersected: I 35E SB off ramp,  Facility Carried by Structure: CSAH 31
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 19819,  Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858825,  Lng: -93.145881),  Route carried "under" structure: Interstate 35E,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 105,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35E, NB COL, SB ON RMP,  Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 7.74m (25.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 19819,  Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858825,  Lng: -93.145881),  Route carried "under" structure: Ramp State highway 792,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1996),  Features Intersected: I 35E, NB COL, SB ON RMP,  Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 7.77m (25.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 19819,  Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858825,  Lng: -93.145881),  Route carried "under" structure: Ramp State highway 617,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1996),  Features Intersected: I 35E, NB COL, SB ON RMP,  Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 7.77m (25.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 19819,  Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858825,  Lng: -93.145881),  Route carried "under" structure: Ramp Interstate 3565,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2021),  Features Intersected: I 35E, NB COL, SB ON RMP,  Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 9.05m (29.69ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 19821,  Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858094,  Lng: -93.146122),  Route carried "under" structure: Interstate 35E,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 105,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35E, NB COLL,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 6.13m (20.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 40.4m (132.5ft)

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Structure Number: 19821,  Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858094,  Lng: -93.146122),  Route carried "under" structure: Ramp Interstate 792,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1996),  Features Intersected: I 35E, NB COLL,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 40.4m (132.5ft)

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Structure Number: 19821,  Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858094,  Lng: -93.146122),  Route carried "under" structure: Ramp Interstate 3565,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1996),  Features Intersected: I 35E, NB COLL,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 40.4m (132.5ft)

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Structure Number: 19825,  Location: 1.5 MI W OF JCT TH 35E (Lat: 44.861242,  Lng: -93.176269),  Route carried "under" structure: State highway 13,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 5,900 (year 2019),  Truck Traffic: 10%,  Features Intersected: TH 13; UP RR,  Facility Carried by Structure: I 494
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 19826,  Location: 1.1 MI W OF JCT TH 35E (Lat: 44.861192,  Lng: -93.167136),  Route carried "under" structure: Interstate 494,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 94,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 494,  Facility Carried by Structure: CSAH 31
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.2m (105.6ft)

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Structure Number: 19826,  Location: 1.1 MI W OF JCT TH 35E (Lat: 44.861192,  Lng: -93.167136),  Route carried "under" structure: Ramp Interstate 1492,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2019),  Features Intersected: I 494,  Facility Carried by Structure: CSAH 31
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.2m (105.6ft)

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Structure Number: 19826,  Location: 1.1 MI W OF JCT TH 35E (Lat: 44.861192,  Lng: -93.167136),  Route carried "under" structure: Ramp Interstate 25,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2019),  Features Intersected: I 494,  Facility Carried by Structure: CSAH 31
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.2m (105.6ft)

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Structure Number: 19827,  Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861856,  Lng: -93.150336),  Route carried "under" structure: Interstate 494,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 94,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 494, EB COL, EB RMP,  Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 19827,  Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861856,  Lng: -93.150336),  Route carried "under" structure: Ramp State highway 5465,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 1996),  Features Intersected: I 494, EB COL, EB RMP,  Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 19827,  Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861856,  Lng: -93.150336),  Route carried "under" structure: Ramp State highway 980,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1996),  Features Intersected: I 494, EB COL, EB RMP,  Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 6.98m (22.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 19829,  Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861789,  Lng: -93.150742),  Route carried "under" structure: Interstate 494,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 94,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 494, EB COL, EB RMP,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 35.3m (115.8ft)

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Structure Number: 19829,  Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861789,  Lng: -93.150742),  Route carried "under" structure: Ramp Interstate 5465,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 1996),  Features Intersected: I 494, EB COL, EB RMP,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 35.3m (115.8ft)

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Structure Number: 19829,  Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861789,  Lng: -93.150742),  Route carried "under" structure: Ramp Interstate 980,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1996),  Features Intersected: I 494, EB COL, EB RMP,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 35.3m (115.8ft)

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Structure Number: 19836,  Location: 1.1 MI SW OF JCT TH 494 (Lat: 44.847939,  Lng: -93.153114),  Route carried "under" structure: Interstate 35E,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 105,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35E,  Facility Carried by Structure: CSAH 26
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 19859,  Location: AT THE JCT TH 77; 35E (Lat: 44.778150,  Lng: -93.217431),  Route carried "under" structure: Ramp State highway 371,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 6,100 (year 1996),  Features Intersected: I 35E, COLL ROADS,  Facility Carried by Structure: MN 77
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 19859,  Location: AT THE JCT TH 77; 35E (Lat: 44.778150,  Lng: -93.217431),  Route carried "under" structure: Interstate 35E,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 60,949 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35E, COLL ROADS,  Facility Carried by Structure: MN 77
Minimum Vertical Clearance: 5.40m (17.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 19859,  Location: AT THE JCT TH 77; 35E (Lat: 44.778150,  Lng: -93.217431),  Route carried "under" structure: Ramp State highway 107,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 1996),  Features Intersected: I 35E, COLL ROADS,  Facility Carried by Structure: MN 77
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 1986,  Location: AT THE JCT TH 77; 35E (Lat: 44.778458,  Lng: -93.217086),  Route carried "under" structure: Ramp State highway 371,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 6,100 (year 1996),  Features Intersected: I 35E, COLL ROADS,  Facility Carried by Structure: MN 77
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.7m (110.6ft)

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Structure Number: 1986,  Location: AT THE JCT TH 77; 35E (Lat: 44.778458,  Lng: -93.217086),  Route carried "under" structure: Interstate 35E,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 60,949 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35E, COLL ROADS,  Facility Carried by Structure: MN 77
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.7m (110.6ft)

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Structure Number: 1986,  Location: AT THE JCT TH 77; 35E (Lat: 44.778458,  Lng: -93.217086),  Route carried "under" structure: Ramp State highway 107,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 1996),  Features Intersected: I 35E, COLL ROADS,  Facility Carried by Structure: MN 77
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.7m (110.6ft)

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