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Bridge Statistics for Burnsville, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Burnsville, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 47 Total length: 291 meters (955ft) Total costs: $3,066,000 Total average daily traffic: 1,310,160 Total average daily truck traffic: 72,740 National Bridge Inventory (NBI) Registered Bridges for Burnsville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 19511, Location: 0.3 MI W OF JCT CSAH 5 (Lat: 44.746667, Lng: -93.306667), Route carried "on" structure: County highway 42, Year Built: 1971, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 38,000 (year 2005), Truck Traffic: 6%, Design Load: HS 20, Features Intersected: CP RAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 22.4m (73.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 19522, Location: 1.8 MI S OF JCT TH 13 (Lat: 44.752403, Lng: -93.286281), Route carried "on" structure: County highway 38, Year Built: 1984, Status: Open, Structure Length: 6.24m (20.47ft), Average Daily Traffic: 18,100 (year 2005), Design Load: HS 20, Features Intersected: I 35W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 28.7m (94.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 93.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19527, Location: 0.4 MI N OF JCT TH 35E (Lat: 44.745836, Lng: -93.283094), Route carried "on" structure: County highway 42, Year Built: 1989, Status: Open, Structure Length: 8.86m (29.07ft), Average Daily Traffic: 56,000 (year 2005), Design Load: HS 25, Features Intersected: I 35W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 43.3m (142.1ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 39.0m (128.0ft), Out-to-Out Width: 45.8m (150.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19804, Location: 0.5 MI S OF JCT TH 35 E& (Lat: 44.730522, Lng: -93.283114), Route carried "on" structure: City street 101, Year Built: 1988, Status: Open, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 3,900 (year 2005), Design Load: HS 25, Features Intersected: I 35, Facility Carried by Structure: under Crystal Lake 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: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19809, Location: AT JCT TH 35W & 35E (Lat: 44.739672, Lng: -93.283178), Route carried "on" structure: Interstate 35E, Year Built: 1964, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 21,500 (year 2004), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: I 35W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.9m (104.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19811, Location: 0.4 MI NE OF JCT TH 35W (Lat: 44.743489, Lng: -93.277472), Route carried "on" structure: Interstate 35E, Year Built: 1978, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 21,500 (year 2004), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: CSAH 42 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.7m (153.2ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19812, Location: 0.4 MI NE OF JCT TH 35W (Lat: 44.743292, Lng: -93.277286), Route carried "on" structure: Interstate 35E, Year Built: 1978, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 21,500 (year 2004), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: CSAH 42 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.7m (153.2ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19813, Location: 2.3 MI NE OF JCT TH 35W (Lat: 44.759514, Lng: -93.247867), Route carried "on" structure: Interstate 35E, Year Built: 1979, Status: Open, Structure Length: 7.75m (25.43ft), Average Daily Traffic: 26,000 (year 2004), Truck Traffic: 4%, Design Load: HS 20, Features Intersected: CSAH 11 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.7m (120.4ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19814, Location: 2.3 MI NE OF JCT TH 35W (Lat: 44.759222, Lng: -93.247864), Route carried "on" structure: Interstate 35E, Year Built: 1979, Status: Open, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 26,000 (year 2004), Truck Traffic: 4%, Design Load: HS 20, Features Intersected: CSAH 11 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19863, Location: 2.2 MI N OF JCT TH 35E (Lat: 44.769772, Lng: -93.288456), Route carried "on" structure: City street 102, Year Built: 1969, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 19,400 (year 2005), Design Load: HS 20, Features Intersected: I 35W, Facility Carried by Structure: Burnsville Parkway Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.3m (102.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 22.8m (74.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19866, Location: 1.6 MI NE OF JCT TH 35W (Lat: 44.753678, Lng: -93.261150), Route carried "on" structure: County highway 38, Year Built: 1979, Status: Open, Structure Length: 15.74m (51.64ft), Average Daily Traffic: 19,500 (year 2005), 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: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 46.6m (152.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 28.4m (93.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19889, Location: 1.0 MI NE OF JCT TH 35W (Lat: 44.749000, Lng: -93.268322), Route carried "on" structure: City street 101, Year Built: 1979, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 8,000 (year 2005), Design Load: HS 20, Features Intersected: I 35E, Facility Carried by Structure: Portland Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.8m (147.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.4m (70.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19891, Location: At the Jct TH 35E & 35W (Lat: 44.737331, Lng: -93.283417), Route carried "on" structure: Interstate 35W, Year Built: 1980, Status: Open, Structure Length: 7.36m (24.15ft), Average Daily Traffic: 25,000 (year 2004), Truck Traffic: 9%, Design Load: HS 20, Features Intersected: Southcross Drive Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 50.6m (166.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19892, Location: At the Jct Th 35E & 35W (Lat: 44.737183, Lng: -93.283183), Route carried "on" structure: Interstate 35W, Year Built: 1980, Status: Open, Structure Length: 7.05m (23.13ft), Average Daily Traffic: 25,000 (year 2004), Truck Traffic: 9%, Design Load: HS 20, Features Intersected: Southcross Drive 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: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 50.6m (166.0ft), Curb-To-Curb Width: 21.7m (71.2ft), Out-to-Out Width: 22.7m (74.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19893, Location: AT THE JCT TH 35W (Lat: 44.737219, Lng: -93.283431), Route carried "on" structure: Interstate 35E, Year Built: 1979, Status: Open, Structure Length: 9.73m (31.92ft), Average Daily Traffic: 21,500 (year 2004), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: Southcross Drive Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 52.3m (171.6ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 78.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6583, Location: 0.5 MI N OF JCT TH 13 (Lat: 44.781667, Lng: -93.288333), Route carried "on" structure: Interstate 35W, Year Built: 1959, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 99,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: UP RR, Cliff Rd (CSAH32) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 38.2m (125.3ft), Out-to-Out Width: 40.0m (131.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2008, Bridge Improvement Cost: $2,212,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 917, Location: 0.5 MI E OF JCT CSAH 13 (Lat: 46.643681, Lng: -95.509619), Route carried "on" structure: County highway 8, Year Built: 1978, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 1,050 (year 2003), Design Load: HS 20, Features Intersected: TOAD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $85,000, Total Project Cost: $192,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 91701, Location: 0.9 MI E OF JCT CSAH 13 (Lat: 46.643650, Lng: -95.499769), Route carried "on" structure: County highway 8, Year Built: 1978, Status: Open, Structure Length: 0.41m (1.35ft), Average Daily Traffic: 1,050 (year 2003), Design Load: HS 20, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $38,000, Total Project Cost: $96,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 91751, Location: 1.1 MI N OF JCT CSAH 60 (Lat: 46.680556, Lng: -95.542858), Route carried "on" structure: County highway 230, Year Built: 1978, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 31 (year 1986), Design Load: HS 20, Features Intersected: TOAD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $110,000, Total Project Cost: $145,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: 91798, Location: 0.8 MI W OF JCT CSAH 13 (Lat: 46.716133, Lng: -95.539842), Route carried "on" structure: County highway 309, Year Built: 1980, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 21 (year 1986), Design Load: HS 20, Features Intersected: TOAD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft) Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $66,000, Total Project Cost: $152,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: 91899, Location: 0.2 MI W OF JCT CSAH 13 (Lat: 46.665319, Lng: -95.524747), Route carried "on" structure: County highway 60, Year Built: 1985, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 300 (year 2003), Design Load: HS 20, Features Intersected: TOAD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $90,000, Total Project Cost: $156,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 91933, Location: 0.5 MI N OF JCT CSAH 8 (Lat: 46.651303, Lng: -95.519686), Route carried "on" structure: County highway 13, Year Built: 1999, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 650 (year 2003), Design Load: HS 25, Features Intersected: TOAD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 68.6 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 95049, Location: 0.2 MI W OF JCT CSAH 67 (Lat: 46.716150, Lng: -95.393647), Route carried "on" structure: County highway 148, Year Built: 1980, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 36 (year 1986), Design Load: HS 20, Features Intersected: RED EYE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $68,000, Total Project Cost: $161,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: 95168, Location: 1.4 MI S OF N CO LINE (Lat: 46.695947, Lng: -95.330981), Route carried "on" structure: County highway 108, Year Built: 1979, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 30 (year 1986), Design Load: HS 20, Features Intersected: RED EYE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $68,000, Total Project Cost: $124,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: 96883, Location: 1.8 MI N OF JCT CSAH 62 (Lat: 46.698847, Lng: -95.353494), Route carried "on" structure: County highway 67, Year Built: 1990, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 380 (year 2003), Design Load: HS 20, Features Intersected: RED EYE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $88,000, Total Project Cost: $124,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9693, Location: 0.4 MI S OF JCT TH 13 (Lat: 44.776667, Lng: -93.258333), Route carried "on" structure: City street 104, Year Built: 1969, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 5,500 (year 2005), Design Load: H 20, Features Intersected: PED WALK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.3m (10.8ft) Condition: Culverts: Very good, Operating Rating: 39.2 metric tons, Inventory Rating: 26.1 metric tons, Structural Evaluation: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9779, Location: AT THE JCT OF TH 13 & 35W (Lat: 44.775000, Lng: -93.288333), Route carried "on" structure: State highway 13, Year Built: 1959, Year Reconstructed: 1996, Status: Open, Structure Length: 5.92m (19.42ft), Average Daily Traffic: 18,500 (year 2004), Truck Traffic: 8%, Design Load: HS 20, Features Intersected: I 35W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $922,000, Roadway Improvement Cost: $59,000, Total Project Cost: $889,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 978, Location: AT THE JCT OF TH 13 & 35W (Lat: 44.775000, Lng: -93.288333), Route carried "on" structure: State highway 13, Year Built: 1959, Year Reconstructed: 1996, Status: Open, Structure Length: 5.92m (19.42ft), Average Daily Traffic: 18,500 (year 2004), Truck Traffic: 8%, Design Load: HS 20, Features Intersected: I 35W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $922,000, Roadway Improvement Cost: $59,000, Total Project Cost: $889,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: L5773, Location: 0.1 MI W OF TH 77 (Lat: 44.825167, Lng: -93.233117), Route carried "on" structure: City street 1, Year Built: 1953, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 872 (year 1987), Features Intersected: BLACKDOG CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $15,000, Total Project Cost: $62,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: L5774, Location: 0.2 MI NE OF JCT TH 35 W (Lat: 44.813333, Lng: -93.248333), Route carried "on" structure: City street 1, Year Built: 1956, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 1,040 (year 1987), Features Intersected: CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $217,000, Total Project Cost: $76,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 19522, Location: 1.8 MI S OF JCT TH 13 (Lat: 44.752403, Lng: -93.286281), Route carried "under" structure: Interstate 35W, Year Built: 1984, Structure Length: 6.24m (20.47ft), Average Daily Traffic: 78,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 35W, Facility Carried by Structure: CSAH 38 Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 19527, Location: 0.4 MI N OF JCT TH 35E (Lat: 44.745836, Lng: -93.283094), Route carried "under" structure: Interstate 35W, Year Built: 1989, Structure Length: 8.86m (29.07ft), Average Daily Traffic: 50,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 35W, Facility Carried by Structure: CSAH 42 Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 10, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft) Find on map >>
Structure Number: 19804, Location: 0.5 MI S OF JCT TH 35 E& (Lat: 44.730522, Lng: -93.283114), Route carried "under" structure: Interstate 35, Year Built: 1988, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 97,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 35, Facility Carried by Structure: under Crystal Lake Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft) Find on map >>
Structure Number: 19809, Location: AT JCT TH 35W & 35E (Lat: 44.739672, Lng: -93.283178), Route carried "under" structure: Interstate 35W, Year Built: 1964, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 50,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 35W, Facility Carried by Structure: I 35E SB Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.9m (104.7ft) Find on map >>
Structure Number: 19811, Location: 0.4 MI NE OF JCT TH 35W (Lat: 44.743489, Lng: -93.277472), Route carried "under" structure: County highway 42, Year Built: 1978, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 56,000 (year 2005), Features Intersected: CSAH 42, Facility Carried by Structure: I 35E SB Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.7m (153.2ft) Find on map >>
Structure Number: 19812, Location: 0.4 MI NE OF JCT TH 35W (Lat: 44.743292, Lng: -93.277286), Route carried "under" structure: County highway 42, Year Built: 1978, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 56,000 (year 2005), Features Intersected: CSAH 42, Facility Carried by Structure: I 35E NB Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.7m (153.2ft) Find on map >>
Structure Number: 19813, Location: 2.3 MI NE OF JCT TH 35W (Lat: 44.759514, Lng: -93.247867), Route carried "under" structure: County highway 11, Year Built: 1979, Structure Length: 7.75m (25.43ft), Average Daily Traffic: 19,800 (year 2005), Features Intersected: CSAH 11, Facility Carried by Structure: I 35E SB Minimum Vertical Clearance: 6.95m (22.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.7m (120.4ft) Find on map >>
Structure Number: 19814, Location: 2.3 MI NE OF JCT TH 35W (Lat: 44.759222, Lng: -93.247864), Route carried "under" structure: County highway 11, Year Built: 1979, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 19,800 (year 2005), Features Intersected: CSAH 11, Facility Carried by Structure: I 35E NB Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 19863, Location: 2.2 MI N OF JCT TH 35E (Lat: 44.769772, Lng: -93.288456), Route carried "under" structure: Interstate 35W, Year Built: 1969, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 78,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 35W, Facility Carried by Structure: Burnsville Parkway Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.3m (102.7ft) Find on map >>
Structure Number: 19866, Location: 1.6 MI NE OF JCT TH 35W (Lat: 44.753678, Lng: -93.261150), Route carried "under" structure: Interstate 35E, Year Built: 1979, Structure Length: 15.74m (51.64ft), Average Daily Traffic: 52,000 (year 2004), Truck Traffic: 4%, Features Intersected: I 35E, Facility Carried by Structure: CSAH 38 Minimum Vertical Clearance: 6.28m (20.60ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.6m (152.9ft) Find on map >>
Structure Number: 19889, Location: 1.0 MI NE OF JCT TH 35W (Lat: 44.749000, Lng: -93.268322), Route carried "under" structure: Interstate 35E, Year Built: 1979, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 52,000 (year 2004), Truck Traffic: 4%, Features Intersected: I 35E, Facility Carried by Structure: Portland Avenue Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.8m (147.0ft) Find on map >>
Structure Number: 19891, Location: At the Jct TH 35E & 35W (Lat: 44.737331, Lng: -93.283417), Route carried "under" structure: City street 113, Year Built: 1980, Structure Length: 7.36m (24.15ft), Average Daily Traffic: 6,600 (year 2005), Features Intersected: Southcross Drive, Facility Carried by Structure: I 35W SB Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.6m (166.0ft) Find on map >>
Structure Number: 19892, Location: At the Jct Th 35E & 35W (Lat: 44.737183, Lng: -93.283183), Route carried "under" structure: City street 113, Year Built: 1980, Structure Length: 7.05m (23.13ft), Average Daily Traffic: 6,600 (year 2005), Features Intersected: Southcross Drive, Facility Carried by Structure: I 35W NB Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.6m (166.0ft) Find on map >>
Structure Number: 19893, Location: AT THE JCT TH 35W (Lat: 44.737219, Lng: -93.283431), Route carried "under" structure: City street 113, Year Built: 1979, Structure Length: 9.73m (31.92ft), Average Daily Traffic: 6,600 (year 2005), Features Intersected: Southcross Drive, Facility Carried by Structure: I 35E SB Minimum Vertical Clearance: 8.23m (27.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 52.3m (171.6ft) Find on map >>
Structure Number: 6583, Location: 0.5 MI N OF JCT TH 13 (Lat: 44.781667, Lng: -93.288333), Route carried "under" structure: County highway 32, Year Built: 1959, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 11,900 (year 2005), Features Intersected: UP RR, Cliff Rd (CSAH32), Facility Carried by Structure: I 35W Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 9779, Location: AT THE JCT OF TH 13 & 35W (Lat: 44.775000, Lng: -93.288333), Route carried "under" structure: Interstate 35W, Year Built: 1959, Structure Length: 5.92m (19.42ft), Average Daily Traffic: 86,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 35W, Facility Carried by Structure: TH 13 WB Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 978, Location: AT THE JCT OF TH 13 & 35W (Lat: 44.775000, Lng: -93.288333), Route carried "under" structure: Interstate 35W, Year Built: 1959, Structure Length: 5.92m (19.42ft), Average Daily Traffic: 86,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 35W, Facility Carried by Structure: TH 13 EB Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Discuss this city on our hugely popular Minnesota forum Back to: Burnsville, MN, Minnesota, All US cities.
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