Bridge Statistics for Inver Grove Heights, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 19022,  Location: 1.9 MI S OF JCT TH 494 (Lat: 44.847922,  Lng: -93.059678),  Route carried "on" structure: County highway 26,  Year Built: 1990,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 12,100 (year 2016),  Average Future Daily Traffic: 12,100 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: US 52
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: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.8m (94.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 31.8m (104.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 71.8 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: 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: 19023,  Location: 3.5 MI S OF JCT TH 494 (Lat: 44.823933,  Lng: -93.057731),  Route carried "on" structure: State highway 55,  Year Built: 1992,  Status: Open,  Structure Length: 13.44m (44.09ft),  Average Daily Traffic: 10,400 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,400 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: US 52 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.4m (178.5ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 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,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement 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: 19024,  Location: 0.3 MI NW OF W JCT TH 52 (Lat: 44.825181,  Lng: -93.061050),  Route carried "on" structure: County highway 73,  Year Built: 1992,  Status: Open,  Structure Length: 8.36m (27.43ft),  Average Daily Traffic: 7,200 (year 2016),  Average Future Daily Traffic: 7,200 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: TH 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.0m (134.5ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 19035,  Location: 1.4 MI S OF JCT TH56; 52 (Lat: 44.796811,  Lng: -93.037619),  Route carried "on" structure: City street 115,  Year Built: 2009,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 1 (year 2009),  Average Future Daily Traffic: 1,800 (year 2028),  Design Load: HL 93,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.2m (118.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19041,  Location: 2.9 MI S OF JCT TH 494 (Lat: 44.833417,  Lng: -93.059611),  Route carried "on" structure: County highway 28,  Year Built: 1991,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 10,300 (year 2017),  Average Future Daily Traffic: 10,300 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: US 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 31.8m (104.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 19042,  Location: 0.7 MI S OF JCT TH 494 (Lat: 44.865658,  Lng: -93.059958),  Route carried "on" structure: City street 106,  Year Built: 1988,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 8,000 (year 2014),  Average Future Daily Traffic: 8,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: US 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 0.0m,  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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

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Structure Number: 19045,  Location: AT THE JCT TH 55 (Lat: 44.833781,  Lng: -93.086589),  Route carried "on" structure: State highway 3,  Year Built: 1994,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 10,066 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,200 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: TH 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  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: 42.2m (138.5ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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: 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: 19047,  Location: 4.4 MI S OF JCT TH 494 (Lat: 44.815994,  Lng: -93.044364),  Route carried "on" structure: US 52,  Year Built: 1994,  Status: Open,  Structure Length: 5.66m (18.57ft),  Average Daily Traffic: 28,000 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 27,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Concord Blvd
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: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.7 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: Equal to 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: 19048,  Location: 4.4 MI S OF JCT TH 494 (Lat: 44.815811,  Lng: -93.044753),  Route carried "on" structure: US 52,  Year Built: 1994,  Status: Open,  Structure Length: 5.66m (18.57ft),  Average Daily Traffic: 27,000 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 27,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: Concord Blvd
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: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 65.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to 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: 19078,  Location: 5.8 MI S OF JCT TH 494 (Lat: 44.796600,  Lng: -93.038147),  Route carried "on" structure: US 52,  Year Built: 1978,  Status: Open,  Structure Length: 4.49m (14.73ft),  Average Daily Traffic: 23,250 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 23,250 (year 2039),  Design Load: HS 20,  Features Intersected: UP RR
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: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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: 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: 19079,  Location: 5.4 MI S OF JCT TH 494 (Lat: 44.801942,  Lng: -93.039428),  Route carried "on" structure: US 52,  Year Built: 1978,  Status: Open,  Structure Length: 5.19m (17.03ft),  Average Daily Traffic: 23,250 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 23,250 (year 2039),  Design Load: HS 20,  Features Intersected: UP RR
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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 46.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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: 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

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Structure Number: 19083,  Location: 1.4 MI S OF JCT TH 494 (Lat: 44.854453,  Lng: -93.059708),  Route carried "on" structure: City street 104,  Year Built: 1990,  Status: Open,  Structure Length: 12.24m (40.16ft),  Average Daily Traffic: 1,350 (year 2014),  Average Future Daily Traffic: 1,350 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: US 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal 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: 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: 19085,  Location: 2.4 MI S OF JCT TH 494 (Lat: 44.841492,  Lng: -93.059656),  Route carried "on" structure: City street 102,  Year Built: 1991,  Status: Open,  Structure Length: 9.83m (32.25ft),  Average Daily Traffic: 500 (year 2014),  Average Future Daily Traffic: 500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: US 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.7 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable 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

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Structure Number: 19831,  Location: 2.0 MI E OF JCT TH 35E (Lat: 44.861167,  Lng: -93.105958),  Route carried "on" structure: County highway 63,  Year Built: 1985,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 4,500 (year 2017),  Average Future Daily Traffic: 4,500 (year 2039),  Design Load: HS 20,  Features Intersected: I 494
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: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Other

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Structure Number: 19832,  Location: 1.0 MI W OF JCT TH 52 (Lat: 44.872936,  Lng: -93.080536),  Route carried "on" structure: State highway 3,  Year Built: 1985,  Status: Open,  Structure Length: 16.08m (52.76ft),  Average Daily Traffic: 8,684 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,800 (year 2039),  Design Load: HS 20,  Features Intersected: I 494
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: 20.1m (65.9ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 53.0m (173.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Other

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Structure Number: 19837,  Location: 0.4 MI E OF JCT TH 52 (Lat: 44.874794,  Lng: -93.052636),  Route carried "on" structure: City street 443,  Year Built: 1983,  Status: Open,  Structure Length: 7.73m (25.36ft),  Average Daily Traffic: 5,200 (year 2017),  Average Future Daily Traffic: 5,200 (year 2039),  Design Load: HS 20,  Features Intersected: I 494
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),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 78.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19853,  Location: 0.7 MI W OF JCT TH 52 (Lat: 44.875164,  Lng: -93.075653),  Route carried "on" structure: State highway 62,  Year Built: 1985,  Status: Open,  Structure Length: 15.27m (50.10ft),  Average Daily Traffic: 13,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,500 (year 2039),  Design Load: HS 20,  Features Intersected: I 494, WB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Other

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Structure Number: 19854,  Location: 0.2 MI W OF JCT TH 52 (Lat: 44.874817,  Lng: -93.064581),  Route carried "on" structure: County highway 73,  Year Built: 1985,  Status: Open,  Structure Length: 14.90m (48.88ft),  Average Daily Traffic: 7,600 (year 2017),  Average Future Daily Traffic: 7,600 (year 2039),  Design Load: HS 20,  Features Intersected: I 494; RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19855,  Location: AT THE JCT TH 52; 494 (Lat: 44.874650,  Lng: -93.060856),  Route carried "on" structure: US 52,  Year Built: 1984,  Status: Open,  Structure Length: 10.56m (34.65ft),  Average Daily Traffic: 32,500 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,500 (year 2039),  Design Load: HS 20,  Features Intersected: I 494, COLL ROADS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.1m (170.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 77.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19856,  Location: AT THE JCT TH 52; 494 (Lat: 44.874767,  Lng: -93.060561),  Route carried "on" structure: US 52,  Year Built: 1984,  Status: Open,  Structure Length: 10.56m (34.65ft),  Average Daily Traffic: 31,500 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,500 (year 2039),  Design Load: HS 20,  Features Intersected: I 494, COLL ROADS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.1m (170.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 77.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Other

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Structure Number: 19R01,  Location: 0.7 MI N OF S JCT TH 55 (Lat: 44.778392,  Lng: -93.034789),  Route carried "on" structure: City street 75,  Year Built: 2003,  Status: Open,  Structure Length: 7.12m (23.36ft),  Average Daily Traffic: 7,000 (year 2014),  Average Future Daily Traffic: 7,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: US 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 42.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: 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: 9108,  Location: 5.4 MI S OF JCT TH 494 (Lat: 44.802083,  Lng: -93.039161),  Route carried "on" structure: US 52,  Year Built: 1958,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 23,604 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 23,250 (year 2039),  Design Load: HS 20,  Features Intersected: UP RR
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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.1m (46.3ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $640,000,000,  Roadway Improvement Cost: $26,000,000,  Total Project Cost: $394,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Other

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Structure Number: 9109,  Location: 5.8 MI S OF JCT TH 494 (Lat: 44.796711,  Lng: -93.037858),  Route carried "on" structure: US 52,  Year Built: 1958,  Status: Open,  Structure Length: 3.85m (12.63ft),  Average Daily Traffic: 23,604 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 23,250 (year 2039),  Design Load: HS 20,  Features Intersected: UP RR
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: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.2 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $573,000,000,  Roadway Improvement Cost: $26,000,000,  Total Project Cost: $394,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 96758,  Location: 1.0 MI S OF JCT TH 494 (Lat: 44.860561,  Lng: -93.059158),  Route carried "on" structure: US 52,  Year Built: 1990,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 62,000 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 62,000 (year 2039),  Design Load: HS 20,  Features Intersected: Pedestrian Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.8m (147.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Culverts: Good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 29.4 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 97556,  Location: 0.2 MI W OF JCT CSAH 75 (Lat: 44.848103,  Lng: -93.046897),  Route carried "on" structure: County highway 26,  Year Built: 1992,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 10,000 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: PED WALK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft)

Condition: Culverts: Very good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 19022,  Location: 1.9 MI S OF JCT TH 494 (Lat: 44.847922,  Lng: -93.059678),  Route carried "under" structure: US 52,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 2019),  Truck Traffic: 11%,  Features Intersected: US 52,  Facility Carried by Structure: CSAH 26
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.8m (94.5ft)

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Structure Number: 19023,  Location: 3.5 MI S OF JCT TH 494 (Lat: 44.823933,  Lng: -93.057731),  Route carried "under" structure: US 52,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 14,000 (year 2004),  Truck Traffic: 15%,  Features Intersected: US 52 SB,  Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.4m (178.5ft)

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Structure Number: 19024,  Location: 0.3 MI NW OF W JCT TH 52 (Lat: 44.825181,  Lng: -93.061050),  Route carried "under" structure: State highway 55,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 20,527 (year 2019),  Truck Traffic: 13%,  Features Intersected: TH 55,  Facility Carried by Structure: CSAH 73
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.0m (134.5ft)

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Structure Number: 19041,  Location: 2.9 MI S OF JCT TH 494 (Lat: 44.833417,  Lng: -93.059611),  Route carried "under" structure: US 52,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 37,000 (year 2019),  Truck Traffic: 13%,  Features Intersected: US 52,  Facility Carried by Structure: CSAH 28
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 19042,  Location: 0.7 MI S OF JCT TH 494 (Lat: 44.865658,  Lng: -93.059958),  Route carried "under" structure: US 52,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 65,000 (year 2019),  Truck Traffic: 9%,  Features Intersected: US 52,  Facility Carried by Structure: MSAS 106
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: 19045,  Location: AT THE JCT TH 55 (Lat: 44.833781,  Lng: -93.086589),  Route carried "under" structure: State highway 55,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 24,500 (year 2019),  Truck Traffic: 9%,  Features Intersected: TH 55,  Facility Carried by Structure: MN 3
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.2m (138.5ft)

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Structure Number: 19047,  Location: 4.4 MI S OF JCT TH 494 (Lat: 44.815994,  Lng: -93.044364),  Route carried "under" structure: County highway 56,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 10,900 (year 2005),  Features Intersected: Concord Blvd,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 19048,  Location: 4.4 MI S OF JCT TH 494 (Lat: 44.815811,  Lng: -93.044753),  Route carried "under" structure: County highway 56,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 10,900 (year 2005),  Features Intersected: Concord Blvd,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 19083,  Location: 1.4 MI S OF JCT TH 494 (Lat: 44.854453,  Lng: -93.059708),  Route carried "under" structure: US 52,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 62,000 (year 2019),  Truck Traffic: 9%,  Features Intersected: US 52,  Facility Carried by Structure: MSAS 104
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 19085,  Location: 2.4 MI S OF JCT TH 494 (Lat: 44.841492,  Lng: -93.059656),  Route carried "under" structure: US 52,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 2019),  Truck Traffic: 11%,  Features Intersected: US 52,  Facility Carried by Structure: MSAS 102
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 19831,  Location: 2.0 MI E OF JCT TH 35E (Lat: 44.861167,  Lng: -93.105958),  Route carried "under" structure: Interstate 494,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 99,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 494,  Facility Carried by Structure: CSAH 63
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 19832,  Location: 1.0 MI W OF JCT TH 52 (Lat: 44.872936,  Lng: -93.080536),  Route carried "under" structure: Interstate 494,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 88,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 494,  Facility Carried by Structure: MN 3
Minimum Vertical Clearance: 7.53m (24.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.0m (173.9ft)

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Structure Number: 19837,  Location: 0.4 MI E OF JCT TH 52 (Lat: 44.874794,  Lng: -93.052636),  Route carried "under" structure: Interstate 494,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 111,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 494,  Facility Carried by Structure: MUN 443
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 19853,  Location: 0.7 MI W OF JCT TH 52 (Lat: 44.875164,  Lng: -93.075653),  Route carried "under" structure: Interstate 494,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 88,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 494, WB ON RAMP,  Facility Carried by Structure: MN 62
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 19853,  Location: 0.7 MI W OF JCT TH 52 (Lat: 44.875164,  Lng: -93.075653),  Route carried "under" structure: Ramp State highway 274,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 1996),  Features Intersected: I 494, WB ON RAMP,  Facility Carried by Structure: MN 62
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 19854,  Location: 0.2 MI W OF JCT TH 52 (Lat: 44.874817,  Lng: -93.064581),  Route carried "under" structure: Ramp Interstate 4116,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 1996),  Features Intersected: I 494; RAMPS,  Facility Carried by Structure: CSAH 73
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 19854,  Location: 0.2 MI W OF JCT TH 52 (Lat: 44.874817,  Lng: -93.064581),  Route carried "under" structure: Ramp Interstate 5517,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 2,100 (year 1996),  Features Intersected: I 494; RAMPS,  Facility Carried by Structure: CSAH 73
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 19854,  Location: 0.2 MI W OF JCT TH 52 (Lat: 44.874817,  Lng: -93.064581),  Route carried "under" structure: Interstate 494,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 110,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 494; RAMPS,  Facility Carried by Structure: CSAH 73
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 19854,  Location: 0.2 MI W OF JCT TH 52 (Lat: 44.874817,  Lng: -93.064581),  Route carried "under" structure: Ramp Interstate 5478,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 2,100 (year 1996),  Features Intersected: I 494; RAMPS,  Facility Carried by Structure: CSAH 73
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 19854,  Location: 0.2 MI W OF JCT TH 52 (Lat: 44.874817,  Lng: -93.064581),  Route carried "under" structure: Ramp Interstate 1167,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 1996),  Features Intersected: I 494; RAMPS,  Facility Carried by Structure: CSAH 73
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 19855,  Location: AT THE JCT TH 52; 494 (Lat: 44.874650,  Lng: -93.060856),  Route carried "under" structure: Interstate 494,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 110,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 494, COLL ROADS,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 19855,  Location: AT THE JCT TH 52; 494 (Lat: 44.874650,  Lng: -93.060856),  Route carried "under" structure: Ramp US 5539,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 1996),  Features Intersected: I 494, COLL ROADS,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 19855,  Location: AT THE JCT TH 52; 494 (Lat: 44.874650,  Lng: -93.060856),  Route carried "under" structure: Ramp US 5103,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 1996),  Features Intersected: I 494, COLL ROADS,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 19856,  Location: AT THE JCT TH 52; 494 (Lat: 44.874767,  Lng: -93.060561),  Route carried "under" structure: Interstate 494,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 110,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 494, COLL ROADS,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 19856,  Location: AT THE JCT TH 52; 494 (Lat: 44.874767,  Lng: -93.060561),  Route carried "under" structure: Ramp US 5103,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 1996),  Features Intersected: I 494, COLL ROADS,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 19856,  Location: AT THE JCT TH 52; 494 (Lat: 44.874767,  Lng: -93.060561),  Route carried "under" structure: Ramp US 5539,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 1996),  Features Intersected: I 494, COLL ROADS,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 19884,  Location: 0.7 Mi West of Jct TH 52 (Lat: 44.875789,  Lng: -93.075497),  Route carried "under" structure: Ramp State highway 274,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 1996),  Truck Traffic: 23%,  Features Intersected: I 494 WB ON RAMP,  Facility Carried by Structure: MN 62
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 19R01,  Location: 0.7 MI N OF S JCT TH 55 (Lat: 44.778392,  Lng: -93.034789),  Route carried "under" structure: US 52,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 47,208 (year 2019),  Truck Traffic: 13%,  Features Intersected: US 52,  Facility Carried by Structure: MUN 75
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)