Bridge Statistics for Eagan, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 69Number of bridges
- 1,759ft / 536mTotal length
- $3,270,999,000Total costs
- 2,511,252Total average daily traffic
- 90,057Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Eagan
- No street view available for this location
- New bridges - historical statistics
- 241970-1979
- 341980-1989
- 11990-1999
- 32000-2009
- 72010-2019
- Bridge Condition - Deck
- 7.7%Very good
- 23.1%Good
- 53.8%Satisfactory
- 15.4%Fair
- Bridge Condition - Superstructure
- 11.5%Very good
- 7.7%Good
- 53.8%Satisfactory
- 26.9%Fair
- Bridge Condition - Substructure
- 3.8%Very good
- 19.2%Good
- 11.5%Satisfactory
- 57.7%Fair
- 7.7%Poor
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Structure Number: 19013, Location: 0.3 MI N OF JCT TH 13 (Lat: 44.819769, Lng: -93.224122), Route carried "on" structure: State highway 77, Year Built: 1978, Status: Open, Structure Length: 6.62m (21.72ft), Average Daily Traffic: 48,000 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 47,500 (year 2039), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $999,999,000, Total Project Cost: $864,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19013, Location: 0.3 MI N OF JCT TH 13 (Lat: 44.819769, Lng: -93.224122), Route carried "on" structure: State highway 77, Year Built: 1978, Status: Open, Structure Length: 6.62m (21.72ft), Average Daily Traffic: 48,000 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 47,500 (year 2039), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $999,999,000, Total Project Cost: $864,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19014, Location: 0.3 MI N OF JCT TH 13 (Lat: 44.819961, Lng: -93.223803), Route carried "on" structure: State highway 77, Year Built: 1978, Status: Open, Structure Length: 6.62m (21.72ft), Average Daily Traffic: 48,000 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 47,500 (year 2039), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $999,999,000, Total Project Cost: $864,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19014, Location: 0.3 MI N OF JCT TH 13 (Lat: 44.819961, Lng: -93.223803), Route carried "on" structure: State highway 77, Year Built: 1978, Status: Open, Structure Length: 6.62m (21.72ft), Average Daily Traffic: 48,000 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 47,500 (year 2039), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $999,999,000, Total Project Cost: $864,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19053, Location: 0.7 MI S OF JCT TH 13 (Lat: 44.804756, Lng: -93.221056), Route carried "on" structure: County highway 30, Year Built: 1978, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 8,800 (year 2016), Average Future Daily Traffic: 8,800 (year 2039), Design Load: HS 20, Features Intersected: TH 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 28.1m (92.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Other Coated Reinforcing
Structure Number: 19053, Location: 0.7 MI S OF JCT TH 13 (Lat: 44.804756, Lng: -93.221056), Route carried "on" structure: County highway 30, Year Built: 1978, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 8,800 (year 2016), Average Future Daily Traffic: 8,800 (year 2039), Design Load: HS 20, Features Intersected: TH 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 28.1m (92.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Other Coated Reinforcing
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Structure Number: 19055, Location: AT THE JCT TH 77; 13 (Lat: 44.815311, Lng: -93.221261), Route carried "on" structure: State highway 13, Year Built: 1978, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 10,850 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 10,850 (year 2039), Design Load: HS 20, Features Intersected: SB TH 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19055, Location: AT THE JCT TH 77; 13 (Lat: 44.815311, Lng: -93.221261), Route carried "on" structure: State highway 13, Year Built: 1978, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 10,850 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 10,850 (year 2039), Design Load: HS 20, Features Intersected: SB TH 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19056, Location: AT THE JCT TH 77; 13 (Lat: 44.814856, Lng: -93.221308), Route carried "on" structure: State highway 13, Year Built: 1978, Status: Open, Structure Length: 11.26m (36.94ft), Average Daily Traffic: 11,600 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 10,850 (year 2039), Design Load: HS 20, Features Intersected: NB TH 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19056, Location: AT THE JCT TH 77; 13 (Lat: 44.814856, Lng: -93.221308), Route carried "on" structure: State highway 13, Year Built: 1978, Status: Open, Structure Length: 11.26m (36.94ft), Average Daily Traffic: 11,600 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 10,850 (year 2039), Design Load: HS 20, Features Intersected: NB TH 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19067, Location: 0.9 MI N OF JCT TH 35E (Lat: 44.790281, Lng: -93.221414), Route carried "on" structure: County highway 32, Year Built: 1979, Status: Open, Structure Length: 11.21m (36.78ft), Average Daily Traffic: 30,733 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 30,000 (year 2039), Design Load: HS 20, Features Intersected: TH 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 31.8m (104.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Other Coated Reinforcing
Structure Number: 19067, Location: 0.9 MI N OF JCT TH 35E (Lat: 44.790281, Lng: -93.221414), Route carried "on" structure: County highway 32, Year Built: 1979, Status: Open, Structure Length: 11.21m (36.78ft), Average Daily Traffic: 30,733 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 30,000 (year 2039), Design Load: HS 20, Features Intersected: TH 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 31.8m (104.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Other Coated Reinforcing
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Structure Number: 19096, Location: 0.S MI S OF JCT TH 13 (Lat: 44.812575, Lng: -93.219269), Route carried "on" structure: , Year Built: 2017, Status: Open, Structure Length: 9.83m (32.25ft), Features Intersected: TH 77, Facility Carried by Structure: SKYWAY
Lanes under structure: 8, Owner: Local Agency, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 59.3m (194.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Underclear: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19096, Location: 0.S MI S OF JCT TH 13 (Lat: 44.812575, Lng: -93.219269), Route carried "on" structure: , Year Built: 2017, Status: Open, Structure Length: 9.83m (32.25ft), Features Intersected: TH 77, Facility Carried by Structure: SKYWAY
Lanes under structure: 8, Owner: Local Agency, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 59.3m (194.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Underclear: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19528, Location: .7 MI S OF JCT CSAH 32 (Lat: 44.779697, Lng: -93.166681), Route carried "on" structure: County highway 31, Year Built: 1990, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 20,500 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 20,500 (year 2039), Design Load: HS 25 or greater, Features Intersected: PARK TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 3.8m (12.5ft), Right: 3.8m (12.5ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19528, Location: .7 MI S OF JCT CSAH 32 (Lat: 44.779697, Lng: -93.166681), Route carried "on" structure: County highway 31, Year Built: 1990, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 20,500 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 20,500 (year 2039), Design Load: HS 25 or greater, Features Intersected: PARK TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 3.8m (12.5ft), Right: 3.8m (12.5ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19562, Location: 0.4 N OF JCT 35E; CSAH28 (Lat: 44.837436, Lng: -93.160903), Route carried "on" structure: City street 126, Year Built: 2008, Status: Open, Structure Length: 10.89m (35.73ft), Average Daily Traffic: 7,200 (year 2014), Average Future Daily Traffic: 7,200 (year 2039), Design Load: HL 93, Features Intersected: I 35E; ON RAMP (NB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19562, Location: 0.4 N OF JCT 35E; CSAH28 (Lat: 44.837436, Lng: -93.160903), Route carried "on" structure: City street 126, Year Built: 2008, Status: Open, Structure Length: 10.89m (35.73ft), Average Daily Traffic: 7,200 (year 2014), Average Future Daily Traffic: 7,200 (year 2039), Design Load: HL 93, Features Intersected: I 35E; ON RAMP (NB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1981, Location: 0.25 MI S OF PILOTKNOB RD (Lat: 44.827458, Lng: -93.170250), Route carried "on" structure: City street 114, Year Built: 2012, Status: Open, Structure Length: 11.10m (36.42ft), Average Daily Traffic: 10,200 (year 2014), Average Future Daily Traffic: 10,200 (year 2039), Design Load: HL 93, Features Intersected: I 35E; RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 11, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1981, Location: 0.25 MI S OF PILOTKNOB RD (Lat: 44.827458, Lng: -93.170250), Route carried "on" structure: City street 114, Year Built: 2012, Status: Open, Structure Length: 11.10m (36.42ft), Average Daily Traffic: 10,200 (year 2014), Average Future Daily Traffic: 10,200 (year 2039), Design Load: HL 93, Features Intersected: I 35E; RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 11, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19816, Location: 1.1 MI NE OF JCT TH 77 (Lat: 44.790183, Lng: -93.201553), Route carried "on" structure: County highway 32, Year Built: 1983, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 28,500 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 30,100 (year 2039), Design Load: HS 20+Mod, Features Intersected: I 35E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.2m (151.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 33.7m (110.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 89.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19816, Location: 1.1 MI NE OF JCT TH 77 (Lat: 44.790183, Lng: -93.201553), Route carried "on" structure: County highway 32, Year Built: 1983, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 28,500 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 30,100 (year 2039), Design Load: HS 20+Mod, Features Intersected: I 35E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.2m (151.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 33.7m (110.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 89.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19817, Location: 2.3 MI NE OF JCT TH 77 (Lat: 44.804486, Lng: -93.190575), Route carried "on" structure: County highway 30, Year Built: 1984, Status: Open, Structure Length: 8.10m (26.57ft), Average Daily Traffic: 17,800 (year 2017), Average Future Daily Traffic: 17,800 (year 2039), Design Load: HS 20, Features Intersected: I 35E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 33.6m (110.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19817, Location: 2.3 MI NE OF JCT TH 77 (Lat: 44.804486, Lng: -93.190575), Route carried "on" structure: County highway 30, Year Built: 1984, Status: Open, Structure Length: 8.10m (26.57ft), Average Daily Traffic: 17,800 (year 2017), Average Future Daily Traffic: 17,800 (year 2039), Design Load: HS 20, Features Intersected: I 35E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 33.6m (110.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19818, Location: 2.5 MI SW OF JCT TH 494 (Lat: 44.830611, Lng: -93.167286), Route carried "on" structure: County highway 31, Year Built: 1984, Status: Open, Structure Length: 13.77m (45.18ft), Average Daily Traffic: 30,500 (year 2017), Average Future Daily Traffic: 30,500 (year 2039), Design Load: HS 20, Features Intersected: I 35E SB off ramp
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 31.6m (103.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 79.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.21m (13.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $999,999,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19818, Location: 2.5 MI SW OF JCT TH 494 (Lat: 44.830611, Lng: -93.167286), Route carried "on" structure: County highway 31, Year Built: 1984, Status: Open, Structure Length: 13.77m (45.18ft), Average Daily Traffic: 30,500 (year 2017), Average Future Daily Traffic: 30,500 (year 2039), Design Load: HS 20, Features Intersected: I 35E SB off ramp
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 31.6m (103.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 79.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.21m (13.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $999,999,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19819, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858825, Lng: -93.145881), Route carried "on" structure: State highway 55, Year Built: 1981, Status: Open, Structure Length: 13.56m (44.49ft), Average Daily Traffic: 27,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 25,500 (year 2039), Design Load: HS 20, Features Intersected: I 35E, NB COL, SB ON RMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 33.7m (110.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19819, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858825, Lng: -93.145881), Route carried "on" structure: State highway 55, Year Built: 1981, Status: Open, Structure Length: 13.56m (44.49ft), Average Daily Traffic: 27,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 25,500 (year 2039), Design Load: HS 20, Features Intersected: I 35E, NB COL, SB ON RMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 33.7m (110.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19821, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858094, Lng: -93.146122), Route carried "on" structure: , Year Built: 1981, Status: Open, Structure Length: 10.42m (34.19ft), Features Intersected: I 35E, NB COLL, Facility Carried by Structure: RAILROAD
Lanes under structure: 21, Owner: State Highway Agency, Skew: 3 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.4m (132.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Underclear: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19821, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858094, Lng: -93.146122), Route carried "on" structure: , Year Built: 1981, Status: Open, Structure Length: 10.42m (34.19ft), Features Intersected: I 35E, NB COLL, Facility Carried by Structure: RAILROAD
Lanes under structure: 21, Owner: State Highway Agency, Skew: 3 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.4m (132.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Underclear: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19825, Location: 1.5 MI W OF JCT TH 35E (Lat: 44.861242, Lng: -93.176269), Route carried "on" structure: Interstate 494, Year Built: 1973, Status: Open, Structure Length: 14.74m (48.36ft), Average Daily Traffic: 92,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 100,000 (year 2039), Design Load: HS 20+Mod, Features Intersected: TH 13; UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 35.8m (117.5ft), Out-to-Out Width: 37.9m (124.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 19825, Location: 1.5 MI W OF JCT TH 35E (Lat: 44.861242, Lng: -93.176269), Route carried "on" structure: Interstate 494, Year Built: 1973, Status: Open, Structure Length: 14.74m (48.36ft), Average Daily Traffic: 92,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 100,000 (year 2039), Design Load: HS 20+Mod, Features Intersected: TH 13; UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 35.8m (117.5ft), Out-to-Out Width: 37.9m (124.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 19826, Location: 1.1 MI W OF JCT TH 35E (Lat: 44.861192, Lng: -93.167136), Route carried "on" structure: County highway 31, Year Built: 1972, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 19,100 (year 2017), Average Future Daily Traffic: 19,100 (year 2039), Design Load: HS 20, Features Intersected: I 494
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 79.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 19826, Location: 1.1 MI W OF JCT TH 35E (Lat: 44.861192, Lng: -93.167136), Route carried "on" structure: County highway 31, Year Built: 1972, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 19,100 (year 2017), Average Future Daily Traffic: 19,100 (year 2039), Design Load: HS 20, Features Intersected: I 494
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 79.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 19829, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861789, Lng: -93.150742), Route carried "on" structure: , Year Built: 1981, Status: Open, Structure Length: 14.14m (46.39ft), Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: RAILROAD
Lanes under structure: 30, Owner: State Highway Agency, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.3m (115.8ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Underclear: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 19829, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861789, Lng: -93.150742), Route carried "on" structure: , Year Built: 1981, Status: Open, Structure Length: 14.14m (46.39ft), Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: RAILROAD
Lanes under structure: 30, Owner: State Highway Agency, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.3m (115.8ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Underclear: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 19836, Location: 1.1 MI SW OF JCT TH 494 (Lat: 44.847939, Lng: -93.153114), Route carried "on" structure: County highway 26, Year Built: 1983, Status: Open, Structure Length: 10.53m (34.55ft), Average Daily Traffic: 13,100 (year 2016), Average Future Daily Traffic: 13,100 (year 2039), Design Load: HS 20, Features Intersected: I 35E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 33.7m (110.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19836, Location: 1.1 MI SW OF JCT TH 494 (Lat: 44.847939, Lng: -93.153114), Route carried "on" structure: County highway 26, Year Built: 1983, Status: Open, Structure Length: 10.53m (34.55ft), Average Daily Traffic: 13,100 (year 2016), Average Future Daily Traffic: 13,100 (year 2039), Design Load: HS 20, Features Intersected: I 35E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 33.7m (110.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19859, Location: AT THE JCT TH 77; 35E (Lat: 44.778150, Lng: -93.217431), Route carried "on" structure: State highway 77, Year Built: 1979, Status: Open, Structure Length: 18.36m (60.24ft), Average Daily Traffic: 36,500 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 36,500 (year 2039), Design Load: HS 20, Features Intersected: I 35E, COLL ROADS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19859, Location: AT THE JCT TH 77; 35E (Lat: 44.778150, Lng: -93.217431), Route carried "on" structure: State highway 77, Year Built: 1979, Status: Open, Structure Length: 18.36m (60.24ft), Average Daily Traffic: 36,500 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 36,500 (year 2039), Design Load: HS 20, Features Intersected: I 35E, COLL ROADS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1986, Location: AT THE JCT TH 77; 35E (Lat: 44.778458, Lng: -93.217086), Route carried "on" structure: State highway 77, Year Built: 1979, Status: Open, Structure Length: 18.72m (61.42ft), Average Daily Traffic: 36,500 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 36,500 (year 2039), Design Load: HS 20, Features Intersected: I 35E, COLL ROADS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.7m (110.6ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1986, Location: AT THE JCT TH 77; 35E (Lat: 44.778458, Lng: -93.217086), Route carried "on" structure: State highway 77, Year Built: 1979, Status: Open, Structure Length: 18.72m (61.42ft), Average Daily Traffic: 36,500 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 36,500 (year 2039), Design Load: HS 20, Features Intersected: I 35E, COLL ROADS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.7m (110.6ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19864, Location: 2.3 MI SW OF JCT TH 494 (Lat: 44.833536, Lng: -93.163739), Route carried "on" structure: County highway 28, Year Built: 1984, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 26,000 (year 2016), Average Future Daily Traffic: 26,000 (year 2039), Design Load: HS 25 or greater, Features Intersected: I 35E, NB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 33.7m (110.6ft), Out-to-Out Width: 46.9m (153.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19864, Location: 2.3 MI SW OF JCT TH 494 (Lat: 44.833536, Lng: -93.163739), Route carried "on" structure: County highway 28, Year Built: 1984, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 26,000 (year 2016), Average Future Daily Traffic: 26,000 (year 2039), Design Load: HS 25 or greater, Features Intersected: I 35E, NB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 33.7m (110.6ft), Out-to-Out Width: 46.9m (153.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19882, Location: 1.5 MI NE OF JCT TH 77 (Lat: 44.794564, Lng: -93.198150), Route carried "on" structure: City street 103, Year Built: 1983, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 6,000 (year 2014), Average Future Daily Traffic: 6,000 (year 2039), Design Load: HS 20+Mod, Features Intersected: I 35E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19882, Location: 1.5 MI NE OF JCT TH 77 (Lat: 44.794564, Lng: -93.198150), Route carried "on" structure: City street 103, Year Built: 1983, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 6,000 (year 2014), Average Future Daily Traffic: 6,000 (year 2039), Design Load: HS 20+Mod, Features Intersected: I 35E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19883, Location: 4.0 MI SW OF JCT TH 494 (Lat: 44.811150, Lng: -93.183914), Route carried "on" structure: City street 102, Year Built: 1984, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 4,300 (year 2014), Average Future Daily Traffic: 4,300 (year 2039), Design Load: HS 20, Features Intersected: I 35E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.3m (151.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $36,000,000, Total Project Cost: $543,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19883, Location: 4.0 MI SW OF JCT TH 494 (Lat: 44.811150, Lng: -93.183914), Route carried "on" structure: City street 102, Year Built: 1984, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 4,300 (year 2014), Average Future Daily Traffic: 4,300 (year 2039), Design Load: HS 20, Features Intersected: I 35E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.3m (151.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $36,000,000, Total Project Cost: $543,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9217E, Location: 2.0 MI E OF JCT TH 77 (Lat: 44.861858, Lng: -93.197411), Route carried "on" structure: Interstate 494, Year Built: 1981, Status: Open, Structure Length: 137.43m (450.89ft), Average Daily Traffic: 46,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 50,000 (year 2039), Design Load: HS 20, Features Intersected: Minnesota River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 70.1m (230.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 34, Length of Maximum Span: 79.2m (259.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9217E, Location: 2.0 MI E OF JCT TH 77 (Lat: 44.861858, Lng: -93.197411), Route carried "on" structure: Interstate 494, Year Built: 1981, Status: Open, Structure Length: 137.43m (450.89ft), Average Daily Traffic: 46,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 50,000 (year 2039), Design Load: HS 20, Features Intersected: Minnesota River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 70.1m (230.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 34, Length of Maximum Span: 79.2m (259.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9217W, Location: 2.0 MI E OF JCT TH 77 (Lat: 44.861881, Lng: -93.197503), Route carried "on" structure: Interstate 494, Year Built: 1981, Status: Open, Structure Length: 133.92m (439.37ft), Average Daily Traffic: 46,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 50,000 (year 2039), Design Load: HS 20, Features Intersected: Minnesota River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 70.1m (230.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 33, Length of Maximum Span: 79.2m (259.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9217W, Location: 2.0 MI E OF JCT TH 77 (Lat: 44.861881, Lng: -93.197503), Route carried "on" structure: Interstate 494, Year Built: 1981, Status: Open, Structure Length: 133.92m (439.37ft), Average Daily Traffic: 46,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 50,000 (year 2039), Design Load: HS 20, Features Intersected: Minnesota River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 70.1m (230.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 33, Length of Maximum Span: 79.2m (259.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19053, Location: 0.7 MI S OF JCT TH 13 (Lat: 44.804756, Lng: -93.221056), Route carried "under" structure: State highway 77, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 73,000 (year 2019), Truck Traffic: 1%, Features Intersected: TH 77, Facility Carried by Structure: CSAH 30
Minimum Vertical Clearance: 5.70m (18.70ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 19053, Location: 0.7 MI S OF JCT TH 13 (Lat: 44.804756, Lng: -93.221056), Route carried "under" structure: State highway 77, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 73,000 (year 2019), Truck Traffic: 1%, Features Intersected: TH 77, Facility Carried by Structure: CSAH 30
Minimum Vertical Clearance: 5.70m (18.70ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
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Structure Number: 19055, Location: AT THE JCT TH 77; 13 (Lat: 44.815311, Lng: -93.221261), Route carried "under" structure: State highway 77, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 71,000 (year 2019), Truck Traffic: 1%, Features Intersected: SB TH 77, Facility Carried by Structure: MN 13
Minimum Vertical Clearance: 6.52m (21.39ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.0m (108.3ft)
Structure Number: 19055, Location: AT THE JCT TH 77; 13 (Lat: 44.815311, Lng: -93.221261), Route carried "under" structure: State highway 77, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 71,000 (year 2019), Truck Traffic: 1%, Features Intersected: SB TH 77, Facility Carried by Structure: MN 13
Minimum Vertical Clearance: 6.52m (21.39ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.0m (108.3ft)
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Structure Number: 19056, Location: AT THE JCT TH 77; 13 (Lat: 44.814856, Lng: -93.221308), Route carried "under" structure: State highway 77, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 71,000 (year 2019), Truck Traffic: 1%, Features Intersected: NB TH 77, Facility Carried by Structure: MN 13
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.0m (108.3ft)
Structure Number: 19056, Location: AT THE JCT TH 77; 13 (Lat: 44.814856, Lng: -93.221308), Route carried "under" structure: State highway 77, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 71,000 (year 2019), Truck Traffic: 1%, Features Intersected: NB TH 77, Facility Carried by Structure: MN 13
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.0m (108.3ft)
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Structure Number: 19067, Location: 0.9 MI N OF JCT TH 35E (Lat: 44.790281, Lng: -93.221414), Route carried "under" structure: State highway 77, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 73,000 (year 2019), Truck Traffic: 1%, Features Intersected: TH 77, Facility Carried by Structure: CSAH 32
Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 19067, Location: 0.9 MI N OF JCT TH 35E (Lat: 44.790281, Lng: -93.221414), Route carried "under" structure: State highway 77, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 73,000 (year 2019), Truck Traffic: 1%, Features Intersected: TH 77, Facility Carried by Structure: CSAH 32
Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: 19096, Location: 0.S MI S OF JCT TH 13 (Lat: 44.812575, Lng: -93.219269), Route carried "under" structure: State highway 77, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 35,500 (year 2019), Truck Traffic: 1%, Features Intersected: TH 77, Facility Carried by Structure: SKYWAY
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 59.3m (194.6ft)
Structure Number: 19096, Location: 0.S MI S OF JCT TH 13 (Lat: 44.812575, Lng: -93.219269), Route carried "under" structure: State highway 77, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 35,500 (year 2019), Truck Traffic: 1%, Features Intersected: TH 77, Facility Carried by Structure: SKYWAY
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 59.3m (194.6ft)
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Structure Number: 19096, Location: 0.S MI S OF JCT TH 13 (Lat: 44.812575, Lng: -93.219269), Route carried "under" structure: Ramp State highway 843, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 72,000 (year 2004), Truck Traffic: 3%, Features Intersected: TH 77, Facility Carried by Structure: SKYWAY
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 59.3m (194.6ft)
Structure Number: 19096, Location: 0.S MI S OF JCT TH 13 (Lat: 44.812575, Lng: -93.219269), Route carried "under" structure: Ramp State highway 843, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 72,000 (year 2004), Truck Traffic: 3%, Features Intersected: TH 77, Facility Carried by Structure: SKYWAY
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 59.3m (194.6ft)
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Structure Number: 19562, Location: 0.4 N OF JCT 35E; CSAH28 (Lat: 44.837436, Lng: -93.160903), Route carried "under" structure: Interstate 35E, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 106,000 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E; ON RAMP (NB), Facility Carried by Structure: MSAS 126
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: 19562, Location: 0.4 N OF JCT 35E; CSAH28 (Lat: 44.837436, Lng: -93.160903), Route carried "under" structure: Interstate 35E, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 106,000 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E; ON RAMP (NB), Facility Carried by Structure: MSAS 126
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
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Structure Number: 19562, Location: 0.4 N OF JCT 35E; CSAH28 (Lat: 44.837436, Lng: -93.160903), Route carried "under" structure: Ramp Interstate 4752, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 1 (year 2008), Features Intersected: I 35E; ON RAMP (NB), Facility Carried by Structure: MSAS 126
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: 19562, Location: 0.4 N OF JCT 35E; CSAH28 (Lat: 44.837436, Lng: -93.160903), Route carried "under" structure: Ramp Interstate 4752, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 1 (year 2008), Features Intersected: I 35E; ON RAMP (NB), Facility Carried by Structure: MSAS 126
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
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Structure Number: 1981, Location: 0.25 MI S OF PILOTKNOB RD (Lat: 44.827458, Lng: -93.170250), Route carried "under" structure: Interstate 35E, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 86,233 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E; RAMPS, Facility Carried by Structure: MSAS 114
Minimum Vertical Clearance: 6.37m (20.90ft), Kilometerpoint: 0.000, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
Structure Number: 1981, Location: 0.25 MI S OF PILOTKNOB RD (Lat: 44.827458, Lng: -93.170250), Route carried "under" structure: Interstate 35E, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 86,233 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E; RAMPS, Facility Carried by Structure: MSAS 114
Minimum Vertical Clearance: 6.37m (20.90ft), Kilometerpoint: 0.000, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
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Structure Number: 1981, Location: 0.25 MI S OF PILOTKNOB RD (Lat: 44.827458, Lng: -93.170250), Route carried "under" structure: Ramp Interstate 5567, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 1 (year 0219), Features Intersected: I 35E; RAMPS, Facility Carried by Structure: MSAS 114
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
Structure Number: 1981, Location: 0.25 MI S OF PILOTKNOB RD (Lat: 44.827458, Lng: -93.170250), Route carried "under" structure: Ramp Interstate 5567, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 1 (year 0219), Features Intersected: I 35E; RAMPS, Facility Carried by Structure: MSAS 114
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
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Structure Number: 1981, Location: 0.25 MI S OF PILOTKNOB RD (Lat: 44.827458, Lng: -93.170250), Route carried "under" structure: Ramp Interstate 3295, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 1 (year 2019), Features Intersected: I 35E; RAMPS, Facility Carried by Structure: MSAS 114
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
Structure Number: 1981, Location: 0.25 MI S OF PILOTKNOB RD (Lat: 44.827458, Lng: -93.170250), Route carried "under" structure: Ramp Interstate 3295, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 1 (year 2019), Features Intersected: I 35E; RAMPS, Facility Carried by Structure: MSAS 114
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.2m (145.0ft)
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Structure Number: 19816, Location: 1.1 MI NE OF JCT TH 77 (Lat: 44.790183, Lng: -93.201553), Route carried "under" structure: Interstate 35E, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 81,000 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E, Facility Carried by Structure: CSAH 32
Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.2m (151.6ft)
Structure Number: 19816, Location: 1.1 MI NE OF JCT TH 77 (Lat: 44.790183, Lng: -93.201553), Route carried "under" structure: Interstate 35E, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 81,000 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E, Facility Carried by Structure: CSAH 32
Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.2m (151.6ft)
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Structure Number: 19817, Location: 2.3 MI NE OF JCT TH 77 (Lat: 44.804486, Lng: -93.190575), Route carried "under" structure: Interstate 35E, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 86,233 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E, Facility Carried by Structure: CSAH 30
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 19817, Location: 2.3 MI NE OF JCT TH 77 (Lat: 44.804486, Lng: -93.190575), Route carried "under" structure: Interstate 35E, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 86,233 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E, Facility Carried by Structure: CSAH 30
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: 19818, Location: 2.5 MI SW OF JCT TH 494 (Lat: 44.830611, Lng: -93.167286), Route carried "under" structure: Interstate 35E, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 86,233 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E SB off ramp, Facility Carried by Structure: CSAH 31
Minimum Vertical Clearance: 6.01m (19.72ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft)
Structure Number: 19818, Location: 2.5 MI SW OF JCT TH 494 (Lat: 44.830611, Lng: -93.167286), Route carried "under" structure: Interstate 35E, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 86,233 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E SB off ramp, Facility Carried by Structure: CSAH 31
Minimum Vertical Clearance: 6.01m (19.72ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft)
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Structure Number: 19818, Location: 2.5 MI SW OF JCT TH 494 (Lat: 44.830611, Lng: -93.167286), Route carried "under" structure: Ramp Interstate 1542, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 1996), Features Intersected: I 35E SB off ramp, Facility Carried by Structure: CSAH 31
Minimum Vertical Clearance: 5.88m (19.29ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft)
Structure Number: 19818, Location: 2.5 MI SW OF JCT TH 494 (Lat: 44.830611, Lng: -93.167286), Route carried "under" structure: Ramp Interstate 1542, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 2,000 (year 1996), Features Intersected: I 35E SB off ramp, Facility Carried by Structure: CSAH 31
Minimum Vertical Clearance: 5.88m (19.29ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft)
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Structure Number: 19819, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858825, Lng: -93.145881), Route carried "under" structure: Interstate 35E, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 105,000 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E, NB COL, SB ON RMP, Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 7.74m (25.39ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 19819, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858825, Lng: -93.145881), Route carried "under" structure: Interstate 35E, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 105,000 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E, NB COL, SB ON RMP, Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 7.74m (25.39ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 19819, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858825, Lng: -93.145881), Route carried "under" structure: Ramp State highway 792, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 1996), Features Intersected: I 35E, NB COL, SB ON RMP, Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 19819, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858825, Lng: -93.145881), Route carried "under" structure: Ramp State highway 792, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 1996), Features Intersected: I 35E, NB COL, SB ON RMP, Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 19819, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858825, Lng: -93.145881), Route carried "under" structure: Ramp State highway 617, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 1996), Features Intersected: I 35E, NB COL, SB ON RMP, Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 19819, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858825, Lng: -93.145881), Route carried "under" structure: Ramp State highway 617, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 1996), Features Intersected: I 35E, NB COL, SB ON RMP, Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 19819, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858825, Lng: -93.145881), Route carried "under" structure: Ramp Interstate 3565, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 1 (year 2021), Features Intersected: I 35E, NB COL, SB ON RMP, Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 9.05m (29.69ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 19819, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858825, Lng: -93.145881), Route carried "under" structure: Ramp Interstate 3565, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 1 (year 2021), Features Intersected: I 35E, NB COL, SB ON RMP, Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 9.05m (29.69ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 19821, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858094, Lng: -93.146122), Route carried "under" structure: Interstate 35E, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 105,000 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E, NB COLL, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 6.13m (20.11ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 40.4m (132.5ft)
Structure Number: 19821, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858094, Lng: -93.146122), Route carried "under" structure: Interstate 35E, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 105,000 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E, NB COLL, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 6.13m (20.11ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 40.4m (132.5ft)
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Structure Number: 19821, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858094, Lng: -93.146122), Route carried "under" structure: Ramp Interstate 792, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 1996), Features Intersected: I 35E, NB COLL, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 40.4m (132.5ft)
Structure Number: 19821, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858094, Lng: -93.146122), Route carried "under" structure: Ramp Interstate 792, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 1996), Features Intersected: I 35E, NB COLL, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 40.4m (132.5ft)
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Structure Number: 19821, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858094, Lng: -93.146122), Route carried "under" structure: Ramp Interstate 3565, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 1996), Features Intersected: I 35E, NB COLL, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 40.4m (132.5ft)
Structure Number: 19821, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858094, Lng: -93.146122), Route carried "under" structure: Ramp Interstate 3565, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 1996), Features Intersected: I 35E, NB COLL, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 40.4m (132.5ft)
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Structure Number: 19825, Location: 1.5 MI W OF JCT TH 35E (Lat: 44.861242, Lng: -93.176269), Route carried "under" structure: State highway 13, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 5,900 (year 2019), Truck Traffic: 10%, Features Intersected: TH 13; UP RR, Facility Carried by Structure: I 494
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 19825, Location: 1.5 MI W OF JCT TH 35E (Lat: 44.861242, Lng: -93.176269), Route carried "under" structure: State highway 13, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 5,900 (year 2019), Truck Traffic: 10%, Features Intersected: TH 13; UP RR, Facility Carried by Structure: I 494
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: 19826, Location: 1.1 MI W OF JCT TH 35E (Lat: 44.861192, Lng: -93.167136), Route carried "under" structure: Interstate 494, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 94,000 (year 2019), Truck Traffic: 6%, Features Intersected: I 494, Facility Carried by Structure: CSAH 31
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.2m (105.6ft)
Structure Number: 19826, Location: 1.1 MI W OF JCT TH 35E (Lat: 44.861192, Lng: -93.167136), Route carried "under" structure: Interstate 494, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 94,000 (year 2019), Truck Traffic: 6%, Features Intersected: I 494, Facility Carried by Structure: CSAH 31
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.2m (105.6ft)
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Structure Number: 19826, Location: 1.1 MI W OF JCT TH 35E (Lat: 44.861192, Lng: -93.167136), Route carried "under" structure: Ramp Interstate 1492, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 1 (year 2019), Features Intersected: I 494, Facility Carried by Structure: CSAH 31
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.2m (105.6ft)
Structure Number: 19826, Location: 1.1 MI W OF JCT TH 35E (Lat: 44.861192, Lng: -93.167136), Route carried "under" structure: Ramp Interstate 1492, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 1 (year 2019), Features Intersected: I 494, Facility Carried by Structure: CSAH 31
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.2m (105.6ft)
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Structure Number: 19826, Location: 1.1 MI W OF JCT TH 35E (Lat: 44.861192, Lng: -93.167136), Route carried "under" structure: Ramp Interstate 25, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 1 (year 2019), Features Intersected: I 494, Facility Carried by Structure: CSAH 31
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.2m (105.6ft)
Structure Number: 19826, Location: 1.1 MI W OF JCT TH 35E (Lat: 44.861192, Lng: -93.167136), Route carried "under" structure: Ramp Interstate 25, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 1 (year 2019), Features Intersected: I 494, Facility Carried by Structure: CSAH 31
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.2m (105.6ft)
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Structure Number: 19827, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861856, Lng: -93.150336), Route carried "under" structure: Interstate 494, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 94,000 (year 2019), Truck Traffic: 6%, Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 6.25m (20.51ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 19827, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861856, Lng: -93.150336), Route carried "under" structure: Interstate 494, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 94,000 (year 2019), Truck Traffic: 6%, Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 6.25m (20.51ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 19827, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861856, Lng: -93.150336), Route carried "under" structure: Ramp State highway 5465, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 1996), Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 6.01m (19.72ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 19827, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861856, Lng: -93.150336), Route carried "under" structure: Ramp State highway 5465, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 1996), Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 6.01m (19.72ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 19827, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861856, Lng: -93.150336), Route carried "under" structure: Ramp State highway 980, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 1996), Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 6.98m (22.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 19827, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861856, Lng: -93.150336), Route carried "under" structure: Ramp State highway 980, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 1996), Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: MN 55
Minimum Vertical Clearance: 6.98m (22.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 19829, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861789, Lng: -93.150742), Route carried "under" structure: Interstate 494, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 94,000 (year 2019), Truck Traffic: 6%, Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 10, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 35.3m (115.8ft)
Structure Number: 19829, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861789, Lng: -93.150742), Route carried "under" structure: Interstate 494, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 94,000 (year 2019), Truck Traffic: 6%, Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 10, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 35.3m (115.8ft)
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Structure Number: 19829, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861789, Lng: -93.150742), Route carried "under" structure: Ramp Interstate 5465, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 1996), Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 10, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 35.3m (115.8ft)
Structure Number: 19829, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861789, Lng: -93.150742), Route carried "under" structure: Ramp Interstate 5465, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 1996), Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 10, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 35.3m (115.8ft)
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Structure Number: 19829, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861789, Lng: -93.150742), Route carried "under" structure: Ramp Interstate 980, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 1996), Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 10, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 35.3m (115.8ft)
Structure Number: 19829, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861789, Lng: -93.150742), Route carried "under" structure: Ramp Interstate 980, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 1996), Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 10, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 35.3m (115.8ft)
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Structure Number: 19836, Location: 1.1 MI SW OF JCT TH 494 (Lat: 44.847939, Lng: -93.153114), Route carried "under" structure: Interstate 35E, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 105,000 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E, Facility Carried by Structure: CSAH 26
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft)
Structure Number: 19836, Location: 1.1 MI SW OF JCT TH 494 (Lat: 44.847939, Lng: -93.153114), Route carried "under" structure: Interstate 35E, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 105,000 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E, Facility Carried by Structure: CSAH 26
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft)
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Structure Number: 19859, Location: AT THE JCT TH 77; 35E (Lat: 44.778150, Lng: -93.217431), Route carried "under" structure: Ramp State highway 371, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 6,100 (year 1996), Features Intersected: I 35E, COLL ROADS, Facility Carried by Structure: MN 77
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 19859, Location: AT THE JCT TH 77; 35E (Lat: 44.778150, Lng: -93.217431), Route carried "under" structure: Ramp State highway 371, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 6,100 (year 1996), Features Intersected: I 35E, COLL ROADS, Facility Carried by Structure: MN 77
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 19859, Location: AT THE JCT TH 77; 35E (Lat: 44.778150, Lng: -93.217431), Route carried "under" structure: Interstate 35E, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 60,949 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E, COLL ROADS, Facility Carried by Structure: MN 77
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 19859, Location: AT THE JCT TH 77; 35E (Lat: 44.778150, Lng: -93.217431), Route carried "under" structure: Interstate 35E, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 60,949 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E, COLL ROADS, Facility Carried by Structure: MN 77
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 19859, Location: AT THE JCT TH 77; 35E (Lat: 44.778150, Lng: -93.217431), Route carried "under" structure: Ramp State highway 107, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 1996), Features Intersected: I 35E, COLL ROADS, Facility Carried by Structure: MN 77
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 19859, Location: AT THE JCT TH 77; 35E (Lat: 44.778150, Lng: -93.217431), Route carried "under" structure: Ramp State highway 107, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 1996), Features Intersected: I 35E, COLL ROADS, Facility Carried by Structure: MN 77
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 1986, Location: AT THE JCT TH 77; 35E (Lat: 44.778458, Lng: -93.217086), Route carried "under" structure: Ramp State highway 371, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 6,100 (year 1996), Features Intersected: I 35E, COLL ROADS, Facility Carried by Structure: MN 77
Minimum Vertical Clearance: 6.65m (21.82ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft)
Structure Number: 1986, Location: AT THE JCT TH 77; 35E (Lat: 44.778458, Lng: -93.217086), Route carried "under" structure: Ramp State highway 371, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 6,100 (year 1996), Features Intersected: I 35E, COLL ROADS, Facility Carried by Structure: MN 77
Minimum Vertical Clearance: 6.65m (21.82ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft)
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Structure Number: 1986, Location: AT THE JCT TH 77; 35E (Lat: 44.778458, Lng: -93.217086), Route carried "under" structure: Interstate 35E, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 60,949 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E, COLL ROADS, Facility Carried by Structure: MN 77
Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft)
Structure Number: 1986, Location: AT THE JCT TH 77; 35E (Lat: 44.778458, Lng: -93.217086), Route carried "under" structure: Interstate 35E, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 60,949 (year 2019), Truck Traffic: 4%, Features Intersected: I 35E, COLL ROADS, Facility Carried by Structure: MN 77
Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft)
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Structure Number: 1986, Location: AT THE JCT TH 77; 35E (Lat: 44.778458, Lng: -93.217086), Route carried "under" structure: Ramp State highway 107, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 1996), Features Intersected: I 35E, COLL ROADS, Facility Carried by Structure: MN 77
Minimum Vertical Clearance: 6.01m (19.72ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft)
Structure Number: 1986, Location: AT THE JCT TH 77; 35E (Lat: 44.778458, Lng: -93.217086), Route carried "under" structure: Ramp State highway 107, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 1996), Features Intersected: I 35E, COLL ROADS, Facility Carried by Structure: MN 77
Minimum Vertical Clearance: 6.01m (19.72ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft)