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


  • National Bridge Inventory (NBI) Statistics
  • 20Number of bridges
  • 190ft / 58.3mTotal length
  • $999,999,000Total costs
  • 890,450Total average daily traffic
  • 62,982Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Shoreview
  • No street view available for this location

New bridges in Shoreview, MN - historical statistics
  • New bridges - historical statistics
  • 61950-1959
  • 21960-1969
  • 21980-1989
  • 61990-1999
  • 22010-2019
  • 22020-2022
Average Bridge Daily Traffic in Shoreview, MN
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 9.1%Very good
  • 45.5%Good
  • 36.4%Satisfactory
  • 9.1%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 9.1%Very good
  • 27.3%Good
  • 45.5%Satisfactory
  • 18.2%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 18.2%Very good
  • 18.2%Good
  • 36.4%Satisfactory
  • 27.3%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 50.0%Very good
  • 50.0%Good
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Structure Number: 62566,  Location: 0.2 MI S OF JCT CSAH 1 (Lat: 45.120767,  Lng: -93.165275),  Route carried "on" structure: County highway 51,  Year Built: 1993,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 10,200 (year 2011),  Average Future Daily Traffic: 10,200 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 81.6 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 62582,  Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050633,  Lng: -93.115569),  Route carried "on" structure: ,  Year Built: 1996,  Status: Open,  Structure Length: 7.69m (25.23ft),  Features Intersected: I 694; CR 99,  Facility Carried by Structure: PEDESTRIAN
Lanes under structure: 12,  Owner: City or Municipal Highway Agency,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Underclear: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 62723,  Location: 1.2 MI E OF JCT TH 51 (Lat: 45.056950,  Lng: -93.134444),  Route carried "on" structure: Interstate 694,  Year Built: 2012,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 60,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,500 (year 2039),  Design Load: HL 93,  Features Intersected: ISLAND LAKE CHANNEL
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: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 62724,  Location: 1.2 MI E OF JCT TH 51 (Lat: 45.056819,  Lng: -93.134469),  Route carried "on" structure: Interstate 694,  Year Built: 2012,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 60,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,500 (year 2039),  Design Load: HL 93,  Features Intersected: ISLAND LAKE CHANNEL
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: 20.3m (66.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 62823,  Location: 1.4 MI E OF JCT TH 51 (Lat: 45.056147,  Lng: -93.131394),  Route carried "on" structure: County highway 52,  Year Built: 1992,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 10,700 (year 2014),  Average Future Daily Traffic: 10,700 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I 694
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: 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: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 32.5m (106.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 62824,  Location: 0.5 MI E OF JCT TH 51 (Lat: 45.059619,  Lng: -93.147178),  Route carried "on" structure: County highway 51,  Year Built: 1986,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 21,900 (year 2014),  Average Future Daily Traffic: 21,900 (year 2039),  Design Load: HS 20,  Features Intersected: I 694
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: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 62945,  Location: 0.98 MI NW OF JCT TH 35E (Lat: 45.045700,  Lng: -93.107633),  Route carried "on" structure: Ramp Interstate 7611,  Year Built: 2020,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 5,250 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,250 (year 2038),  Design Load: HL 93,  Features Intersected: I 694
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.7m (97.4ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.3 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: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6581,  Location: 0.3 MI NW OF JCT TH 49 (Lat: 45.047733,  Lng: -93.111083),  Route carried "on" structure: ,  Year Built: 1959,  Status: Open,  Structure Length: 7.85m (25.75ft),  Features Intersected: I 694,  Facility Carried by Structure: RAILROAD
Lanes under structure: 4,  Owner: State Highway Agency,  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.0m (85.3ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Underclear: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $110,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Steel plate
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Structure Number: 6582,  Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050228,  Lng: -93.115050),  Route carried "on" structure: ,  Year Built: 1958,  Status: Open,  Structure Length: 8.92m (29.27ft),  Features Intersected: I 694; CO RD E,  Facility Carried by Structure: RAILROAD
Lanes under structure: 12,  Owner: State Highway Agency,  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Underclear: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Steel plate
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Structure Number: 9345,  Location: 0.1 MI W OF JCT CSAH 52 (Lat: 45.056603,  Lng: -93.134558),  Route carried "on" structure: Other road 1,  Year Built: 1959,  Status: Posted for load,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 500 (year 1975),  Average Future Daily Traffic: 500 (year 2029),  Design Load: HS 20,  Features Intersected: ISLAND LAKE CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 20.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9605,  Location: AT THE N JCT TH 10; 35W (Lat: 45.115739,  Lng: -93.188633),  Route carried "on" structure: US 10,  Year Built: 1968,  Status: Open,  Structure Length: 8.48m (27.82ft),  Average Daily Traffic: 83,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 91,000 (year 2039),  Design Load: HS 20,  Features Intersected: TH 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: 21.9m (71.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 62582,  Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050633,  Lng: -93.115569),  Route carried "under" structure: Interstate 694,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 85,000 (year 2019),  Truck Traffic: 9%,  Features Intersected: I 694; CR 99,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 62582,  Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050633,  Lng: -93.115569),  Route carried "under" structure: County highway 99,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 2,950 (year 2005),  Features Intersected: I 694; CR 99,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 62823,  Location: 1.4 MI E OF JCT TH 51 (Lat: 45.056147,  Lng: -93.131394),  Route carried "under" structure: Interstate 694,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 120,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: I 694,  Facility Carried by Structure: CSAH 52
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 62824,  Location: 0.5 MI E OF JCT TH 51 (Lat: 45.059619,  Lng: -93.147178),  Route carried "under" structure: Interstate 694,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 85,000 (year 2019),  Truck Traffic: 9%,  Features Intersected: I 694,  Facility Carried by Structure: CSAH 51
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 62945,  Location: 0.98 MI NW OF JCT TH 35E (Lat: 45.045700,  Lng: -93.107633),  Route carried "under" structure: Interstate 694,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 85,000 (year 2019),  Truck Traffic: 9%,  Features Intersected: I 694,  Facility Carried by Structure: CON 7611
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.7m (97.4ft)

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Structure Number: 6581,  Location: 0.3 MI NW OF JCT TH 49 (Lat: 45.047733,  Lng: -93.111083),  Route carried "under" structure: Interstate 694,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 85,000 (year 2019),  Truck Traffic: 9%,  Features Intersected: I 694,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.0m (85.3ft)

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Structure Number: 6582,  Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050228,  Lng: -93.115050),  Route carried "under" structure: County highway 99,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 2,950 (year 2005),  Features Intersected: I 694; CO RD E,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 6582,  Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050228,  Lng: -93.115050),  Route carried "under" structure: Interstate 694,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 85,000 (year 2019),  Truck Traffic: 9%,  Features Intersected: I 694; CO RD E,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 9605,  Location: AT THE N JCT TH 10; 35W (Lat: 45.115739,  Lng: -93.188633),  Route carried "under" structure: Interstate 35W,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 88,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: TH I-35W,  Facility Carried by Structure: US 10
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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