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

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Structure Number: 9537,  Location: 1.4 MI E OF JCT CR 145 (Lat: 46.446347,  Lng: -92.352908),  Route carried "on" structure: County highway 1333,  Year Built: 2021,  Status: Open,  Structure Length: 2.27m (7.45ft),  Average Daily Traffic: 25 (year 2021),  Average Future Daily Traffic: 25 (year 2041),  Design Load: HL 93,  Features Intersected: LITTLE NET RIVER,  Facility Carried by Structure: T 18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 6 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19076,  Location: 0.3 MI NE OF JCT TH 35E (Lat: 44.903683,  Lng: -93.133850),  Route carried "on" structure: State highway 13,  Year Built: 1983,  Status: Open,  Structure Length: 12.90m (42.32ft),  Average Daily Traffic: 9,700 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,300 (year 2039),  Design Load: HS 20,  Features Intersected: LiIydale Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  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: 35.4m (116.1ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 19077,  Location: 1.0 MI NE OF JCT TH 35E (Lat: 44.910356,  Lng: -93.123811),  Route carried "on" structure: State highway 13,  Year Built: 1979,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 6,900 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,300 (year 2039),  Design Load: HS 20,  Features Intersected: HAPPY HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 19088,  Location: AT THE N JCT TH 13 (Lat: 44.883072,  Lng: -93.170097),  Route carried "on" structure: State highway 62,  Year Built: 1993,  Status: Open,  Structure Length: 4.44m (14.57ft),  Average Daily Traffic: 28,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SIBLEY MEMORIAL; BIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19089,  Location: AT THE JCT TH 110 (Lat: 44.882358,  Lng: -93.165206),  Route carried "on" structure: State highway 55,  Year Built: 1993,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 15,750 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,750 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MN 62 (OLD 110)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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: 1909,  Location: 0.3 MI E OF JCT TH 110 (Lat: 44.878169,  Lng: -93.163444),  Route carried "on" structure: City street 113,  Year Built: 1993,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 1,050 (year 2014),  Average Future Daily Traffic: 1,050 (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: 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: 2,  Length of Maximum Span: 36.7m (120.4ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present 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: 1982,  Location: At the JCT TH 35E; 13 (Lat: 44.901342,  Lng: -93.136056),  Route carried "on" structure: State highway 13,  Year Built: 1992,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 9,700 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,300 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: 35E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.4m (109.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 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: 19822,  Location: 0.6 MI S OF JCT TH 110 (Lat: 44.874958,  Lng: -93.143264),  Route carried "on" structure: City street 106,  Year Built: 1982,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 770 (year 2014),  Average Future Daily Traffic: 770 (year 2039),  Design Load: HS 20,  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: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  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: 1.8m (5.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 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: 19823,  Location: AT THE JCT TH 494; 35E (Lat: 44.862964,  Lng: -93.145211),  Route carried "on" structure: Interstate 494,  Year Built: 1982,  Status: Open,  Structure Length: 12.59m (41.31ft),  Average Daily Traffic: 47,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 49,000 (year 2039),  Design Load: HS 20,  Features Intersected: I 35E
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: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.3m (125.7ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 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: Superior 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19824,  Location: AT THE JCT TH 494; 35E (Lat: 44.862683,  Lng: -93.145211),  Route carried "on" structure: Interstate 494,  Year Built: 1982,  Status: Open,  Structure Length: 12.59m (41.31ft),  Average Daily Traffic: 47,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 49,000 (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,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.3m (125.7ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 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: November 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: 19851,  Location: 0.5 MI N OF JCT TH110 (Lat: 44.890817,  Lng: -93.131281),  Route carried "on" structure: Interstate 35E,  Year Built: 1966,  Status: Open,  Structure Length: 4.13m (13.55ft),  Average Daily Traffic: 90,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 88,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: Marie Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 26.0m (85.3ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: 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: 19857,  Location: 0.8 MI E OF JCT TH 35E (Lat: 44.862703,  Lng: -93.129556),  Route carried "on" structure: State highway 149,  Year Built: 1984,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 23,248 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,900 (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: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 74.5 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: November 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: 19861,  Location: 0.2 MI N OF JCT TH 494 (Lat: 44.865547,  Lng: -93.144906),  Route carried "on" structure: City street 103,  Year Built: 1982,  Status: Open,  Structure Length: 20.80m (68.24ft),  Average Daily Traffic: 3,650 (year 2014),  Average Future Daily Traffic: 3,650 (year 2039),  Design Load: HS 20,  Features Intersected: I 35E, COLL, RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 49.5m (162.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 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: Superior 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: 19897,  Location: AT THE JCT TH 35E; 494 (Lat: 44.862678,  Lng: -93.148189),  Route carried "on" structure: Interstate 494,  Year Built: 1983,  Status: Open,  Structure Length: 4.89m (16.04ft),  Average Daily Traffic: 47,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 49,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: WB OFF RAMP TO I 35E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: 19898,  Location: AT THE JCT TH 35E; 494 (Lat: 44.862317,  Lng: -93.148169),  Route carried "on" structure: Interstate 494,  Year Built: 1983,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 47,000 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: OFF RAMP TO I 35E SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 99.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.0 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: Equal to present desirable 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: November 2021,  Bridge Improvement Cost: $999,999,000,  Total Project Cost: $827,000,000,  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: 19899,  Location: AT THE JCT TH 494; 35E (Lat: 44.864589,  Lng: -93.144975),  Route carried "on" structure: Ramp Interstate 617,  Year Built: 1983,  Status: Open,  Structure Length: 12.24m (40.16ft),  Average Daily Traffic: 4,000 (year 1996),  Average Future Daily Traffic: 4,000 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: I 494/I 35E NORTH RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 199,  Location: AT THE JCT TH 35E; 494 (Lat: 44.862056,  Lng: -93.148231),  Route carried "on" structure: Ramp Interstate 5465,  Year Built: 1983,  Status: Open,  Structure Length: 4.47m (14.67ft),  Average Daily Traffic: 6,000 (year 1996),  Average Future Daily Traffic: 6,000 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: OFF RAMP TO 35E 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: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  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: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $654,000,000,  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: 27107,  Location: 0.1 MI SW OF JCT TH 55 (Lat: 44.889619,  Lng: -93.186206),  Route carried "on" structure: Ramp State highway 611,  Year Built: 1992,  Status: Open,  Structure Length: 9.28m (30.45ft),  Average Daily Traffic: 9,000 (year 1996),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,000 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: TH 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: 27269,  Location: 0.016 MI W JCT MN 5; RPS (Lat: 44.877514,  Lng: -93.194633),  Route carried "on" structure: Ramp State highway 1065,  Year Built: 1999,  Status: Open,  Structure Length: 26.20m (85.96ft),  Average Daily Traffic: 1 (year 2009),  Average Future Daily Traffic: 1 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: MSP EXIT RAMPS TO MN 5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: Private,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 9153,  Location: 1.0 MI SW OF JCT TH 55 (Lat: 44.877728,  Lng: -93.194053),  Route carried "on" structure: State highway 5,  Year Built: 1959,  Status: Open,  Structure Length: 6.35m (20.83ft),  Average Daily Traffic: 32,500 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,500 (year 2039),  Design Load: HS 20,  Features Intersected: Inbnd Outbnd Airport Rd
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: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.2m (69.6ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9154,  Location: 1.0 MI SW OF JCT TH 55 (Lat: 44.877842,  Lng: -93.194236),  Route carried "on" structure: Ramp State highway 682,  Year Built: 1959,  Status: Open,  Structure Length: 4.09m (13.42ft),  Average Daily Traffic: 15,500 (year 1994),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,500 (year 2029),  Design Load: H 20,  Features Intersected: OUTBND AIRPORT RD
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $603,000,000,  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: 9409,  Location: 1.6 MI SW OF JCT TH 55 (Lat: 44.870364,  Lng: -93.198494),  Route carried "on" structure: Other road 4,  Year Built: 1959,  Status: Open,  Structure Length: 6.97m (22.87ft),  Average Daily Traffic: 4,900 (year 2015),  Average Future Daily Traffic: 4,900 (year 2039),  Design Load: HS 20,  Features Intersected: TH 5
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: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $826,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9537,  Location: AT THE JCT OF TH 110 (Lat: 44.883864,  Lng: -93.138525),  Route carried "on" structure: State highway 62,  Year Built: 1966,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 6.27m (20.57ft),  Average Daily Traffic: 46,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,750 (year 2039),  Design Load: HS 20,  Features Intersected: I 35E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.8m (104.3ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 9538,  Location: AT THE JCT OF TH 110; 35E (Lat: 44.883667,  Lng: -93.138656),  Route carried "on" structure: State highway 62,  Year Built: 1966,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 17,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,750 (year 2039),  Design Load: HS 20,  Features Intersected: I 35E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.9m (101.4ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Meets minimum limits,  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: 9768,  Location: Just North of Jct TH 55 (Lat: 44.883956,  Lng: -93.168625),  Route carried "on" structure: State highway 13,  Year Built: 1993,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 4,178 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,200 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BIKEWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Culverts: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019

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Structure Number: R0812,  Location: 0.2 MI W OF JCT TH 149 (Lat: 44.890889,  Lng: -93.124778),  Route carried "on" structure: City street 101,  Year Built: 1974,  Status: Open,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 3,300 (year 2014),  Average Future Daily Traffic: 3,300 (year 2039),  Design Load: HS 20,  Features Intersected: UNSTABLE SOIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 28,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 26.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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: Other

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Structure Number: R0833,  Location: MSP INTL AIRPORT (Lat: 44.880369,  Lng: -93.201703),  Route carried "on" structure: ServiceOther road 12,  Year Built: 1999,  Status: Open,  Structure Length: 27.01m (88.62ft),  Average Daily Traffic: 1 (year 1999),  Average Future Daily Traffic: 1 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: GLUMACK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: Private,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 27.5 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: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: R0877,  Location: MSP INTL AIRPORT (Lat: 44.879214,  Lng: -93.199886),  Route carried "on" structure: Other road ,  Year Built: 2017,  Status: Open,  Structure Length: 1.96m (6.43ft),  Average Daily Traffic: 34,000 (year 2019),  Average Future Daily Traffic: 34,000 (year 2039),  Design Load: HL 93,  Features Intersected: NORTHWEST DR,  Facility Carried by Structure: PRIVATE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: Private,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: R0878,  Location: MSP INTL AIRPORT (Lat: 44.878642,  Lng: -93.202553),  Route carried "on" structure: Other road ,  Year Built: 2017,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 5,700 (year 2019),  Average Future Daily Traffic: 5,700 (year 2039),  Design Load: HL 93,  Features Intersected: OB RD;PLAZA EXIT RD,  Facility Carried by Structure: PRIVATE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: Private,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.9m (134.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 19076,  Location: 0.3 MI NE OF JCT TH 35E (Lat: 44.903683,  Lng: -93.133850),  Route carried "under" structure: County highway 45,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 2,100 (year 2005),  Features Intersected: LiIydale Road,  Facility Carried by Structure: MN 13
Minimum Vertical Clearance: 15.67m (51.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 19087,  Location: AT THE N JCT TH 13 (Lat: 44.883319,  Lng: -93.169892),  Route carried "under" structure: State highway 13,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 2,550 (year 2019),  Truck Traffic: 4%,  Features Intersected: SIBLEY MEMORIAL; BIKE,  Facility Carried by Structure: MN 62
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: 22.7m (74.5ft)

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Structure Number: 19088,  Location: AT THE N JCT TH 13 (Lat: 44.883072,  Lng: -93.170097),  Route carried "under" structure: State highway 13,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 2,550 (year 2019),  Truck Traffic: 4%,  Features Intersected: SIBLEY MEMORIAL; BIKE,  Facility Carried by Structure: MN 62
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 19089,  Location: AT THE JCT TH 110 (Lat: 44.882358,  Lng: -93.165206),  Route carried "under" structure: State highway 62,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2019),  Truck Traffic: 2%,  Features Intersected: MN 62 (OLD 110),  Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 1909,  Location: 0.3 MI E OF JCT TH 110 (Lat: 44.878169,  Lng: -93.163444),  Route carried "under" structure: State highway 55,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 31,000 (year 2019),  Truck Traffic: 7%,  Features Intersected: TH 55,  Facility Carried by Structure: MSAS 113
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: 36.7m (120.4ft)

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Structure Number: 1982,  Location: At the JCT TH 35E; 13 (Lat: 44.901342,  Lng: -93.136056),  Route carried "under" structure: Interstate 35E,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 96,000 (year 2019),  Truck Traffic: 2%,  Features Intersected: 35E,  Facility Carried by Structure: MN 13
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.4m (109.6ft)

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Structure Number: 19822,  Location: 0.6 MI S OF JCT TH 110 (Lat: 44.874958,  Lng: -93.143264),  Route carried "under" structure: Interstate 35E,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 92,000 (year 2019),  Truck Traffic: 2%,  Features Intersected: I 35E,  Facility Carried by Structure: MSAS 106
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: 19823,  Location: AT THE JCT TH 494; 35E (Lat: 44.862964,  Lng: -93.145211),  Route carried "under" structure: Ramp Interstate 5768,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 1996),  Features Intersected: I 35E,  Facility Carried by Structure: I 494
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.3m (125.7ft)

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Structure Number: 19823,  Location: AT THE JCT TH 494; 35E (Lat: 44.862964,  Lng: -93.145211),  Route carried "under" structure: Interstate 35E,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 105,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35E,  Facility Carried by Structure: I 494
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.3m (125.7ft)

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Structure Number: 19824,  Location: AT THE JCT TH 494; 35E (Lat: 44.862683,  Lng: -93.145211),  Route carried "under" structure: Ramp Interstate 3841,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 1996),  Features Intersected: I 35E,  Facility Carried by Structure: I 494
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.3m (125.7ft)

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Structure Number: 19824,  Location: AT THE JCT TH 494; 35E (Lat: 44.862683,  Lng: -93.145211),  Route carried "under" structure: Interstate 35E,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 105,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35E,  Facility Carried by Structure: I 494
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.3m (125.7ft)

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Structure Number: 19851,  Location: 0.5 MI N OF JCT TH110 (Lat: 44.890817,  Lng: -93.131281),  Route carried "under" structure: City street 101,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 3,227 (year 2008),  Features Intersected: Marie Avenue,  Facility Carried by Structure: I 35E
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 19857,  Location: 0.8 MI E OF JCT TH 35E (Lat: 44.862703,  Lng: -93.129556),  Route carried "under" structure: Interstate 494,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 115,017 (year 2019),  Truck Traffic: 6%,  Features Intersected: I 494,  Facility Carried by Structure: MN 149
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 19861,  Location: 0.2 MI N OF JCT TH 494 (Lat: 44.865547,  Lng: -93.144906),  Route carried "under" structure: Ramp Interstate 3532,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 6,300 (year 1996),  Features Intersected: I 35E, COLL, RAMPS,  Facility Carried by Structure: MSAS 103
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: 49.5m (162.4ft)

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Structure Number: 19861,  Location: 0.2 MI N OF JCT TH 494 (Lat: 44.865547,  Lng: -93.144906),  Route carried "under" structure: Interstate 35E,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 105,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 35E, COLL, RAMPS,  Facility Carried by Structure: MSAS 103
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 19861,  Location: 0.2 MI N OF JCT TH 494 (Lat: 44.865547,  Lng: -93.144906),  Route carried "under" structure: Ramp Interstate 5358,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 1996),  Features Intersected: I 35E, COLL, RAMPS,  Facility Carried by Structure: MSAS 103
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 19861,  Location: 0.2 MI N OF JCT TH 494 (Lat: 44.865547,  Lng: -93.144906),  Route carried "under" structure: Ramp Interstate 4951,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 1996),  Features Intersected: I 35E, COLL, RAMPS,  Facility Carried by Structure: MSAS 103
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.5m (162.4ft)

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Structure Number: 19878,  Location: AT THE JCT TH 494 (Lat: 44.862408,  Lng: -93.145239),  Route carried "under" structure: Ramp Interstate 3841,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 1996),  Features Intersected: I 494/I 35E south ramp,  Facility Carried by Structure: CON 1516
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.3m (125.7ft)

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Structure Number: 19878,  Location: AT THE JCT TH 494 (Lat: 44.862408,  Lng: -93.145239),  Route carried "under" structure: Interstate 35E,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 105,000 (year 2019),  Truck Traffic: 4%,  Features Intersected: I 494/I 35E south ramp,  Facility Carried by Structure: CON 1516
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.3m (125.7ft)

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Structure Number: 19897,  Location: AT THE JCT TH 35E; 494 (Lat: 44.862678,  Lng: -93.148189),  Route carried "under" structure: Ramp Interstate 617,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 1996),  Features Intersected: WB OFF RAMP TO I 35E,  Facility Carried by Structure: I 494
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 19898,  Location: AT THE JCT TH 35E; 494 (Lat: 44.862317,  Lng: -93.148169),  Route carried "under" structure: Ramp Interstate 617,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 1996),  Features Intersected: OFF RAMP TO I 35E SB,  Facility Carried by Structure: I 494
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 19899,  Location: AT THE JCT TH 494; 35E (Lat: 44.864589,  Lng: -93.144975),  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 494/I 35E NORTH RAMP,  Facility Carried by Structure: CON 617
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: 37.0m (121.4ft)

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Structure Number: 19899,  Location: AT THE JCT TH 494; 35E (Lat: 44.864589,  Lng: -93.144975),  Route carried "under" structure: Ramp Interstate 3532,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 1996),  Features Intersected: I 494/I 35E NORTH RAMP,  Facility Carried by Structure: CON 617
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.0m (121.4ft)

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Structure Number: 199,  Location: AT THE JCT TH 35E; 494 (Lat: 44.862056,  Lng: -93.148231),  Route carried "under" structure: Ramp Interstate 617,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 1996),  Features Intersected: OFF RAMP TO 35E SB,  Facility Carried by Structure: CON 5465
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 27107,  Location: 0.1 MI SW OF JCT TH 55 (Lat: 44.889619,  Lng: -93.186206),  Route carried "under" structure: State highway 5,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 42,000 (year 2019),  Truck Traffic: 5%,  Features Intersected: TH 55,  Facility Carried by Structure: CON 611
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.1m (161.1ft)

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Structure Number: 27107,  Location: 0.1 MI SW OF JCT TH 55 (Lat: 44.889619,  Lng: -93.186206),  Route carried "under" structure: Ramp State highway 6333,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 1994),  Features Intersected: TH 55,  Facility Carried by Structure: CON 611
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.1m (161.1ft)

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Structure Number: 27269,  Location: 0.016 MI W JCT MN 5; RPS (Lat: 44.877514,  Lng: -93.194633),  Route carried "under" structure: Ramp State highway 5385,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2009),  Features Intersected: MSP EXIT RAMPS TO MN 5,  Facility Carried by Structure: CON 1065
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)