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Bridge Statistics for Lakeville, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lakeville, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 36 Total length: 137 meters (449ft) Total average daily traffic: 722,435 Total average daily truck traffic: 54,970 National Bridge Inventory (NBI) Registered Bridges for Lakeville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 19531, Location: 1.6 MI S OF JCT 35 E&W (Lat: 44.714244, Lng: -93.283386), Route carried "on" structure: County highway 46, Year Built: 1995, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 33,000 (year 2005), Design Load: HS 25, Features Intersected: I 35 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: 27.4m (89.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.5m (119.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 35.1m (115.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to 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: 19538, Location: 0.25 MI W OF JCT OF HOLY (Lat: 44.657500, Lng: -93.248333), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 200 (year 1999), Design Load: HS 25, Features Intersected: N BR SOUTH CREEK, Facility Carried by Structure: HERITAGE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19803, Location: 2.1 MI S OF JCT TH 35 E& (Lat: 44.695000, Lng: -93.290000), Route carried "on" structure: Interstate 35, Year Built: 1992, Status: Open, Structure Length: 5.28m (17.32ft), Average Daily Traffic: 38,500 (year 2004), Truck Traffic: 9%, Design Load: HS 25, Features Intersected: CP 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: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 19805, Location: 2.1 MI S OF JCT TH 35 E& (Lat: 44.695000, Lng: -93.290000), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 5.28m (17.32ft), Average Daily Traffic: 38,500 (year 2004), Truck Traffic: 9%, Design Load: HS 25, Features Intersected: CP 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: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 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: 19807, Location: 2.8 MI S OF JCT TH 35 E& (Lat: 44.697817, Lng: -93.288433), Route carried "on" structure: Interstate 35, Year Built: 1965, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 38,500 (year 2004), Truck Traffic: 9%, Design Load: HS 20+Mod, Features Intersected: CSAH 50 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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 Find on map >>
Structure Number: 19808, Location: 2.8 MI S OF JCT TH 35 E& (Lat: 44.697722, Lng: -93.288328), Route carried "on" structure: Interstate 35, Year Built: 1965, Status: Open, Structure Length: 4.47m (14.67ft), Average Daily Traffic: 38,500 (year 2004), Truck Traffic: 9%, Design Load: HS 20+Mod, Features Intersected: CSAH 50 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $736,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 19841, Location: 5.0 MI S OF JCT TH 35 E& (Lat: 44.666667, Lng: -93.295000), Route carried "on" structure: City street 24, Year Built: 1965, Status: Open, Structure Length: 6.51m (21.36ft), Average Daily Traffic: 675 (year 1974), Design Load: H 20, Features Intersected: I 35, Facility Carried by Structure: 195th ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 19842, Location: 6.5 MI S OF JCT TH 35 E& (Lat: 44.645000, Lng: -93.296667), Route carried "on" structure: County highway 70, Year Built: 1965, Status: Open, Structure Length: 6.47m (21.23ft), Average Daily Traffic: 25,000 (year 2005), Design Load: HS 20, Features Intersected: I 35 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.5m (67.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 88.2 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: 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 Find on map >>
Structure Number: 19843, Location: 6.0 MI S OF JCT TH 35 E& (Lat: 44.653333, Lng: -93.295000), Route carried "on" structure: Interstate 35, Year Built: 1965, Status: Open, Structure Length: 6.87m (22.54ft), Average Daily Traffic: 24,500 (year 2004), Truck Traffic: 13%, Design Load: HS 20+Mod, Features Intersected: CR 64 (205TH ST) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 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: Superior 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: 19844, Location: 6.0 MI S OF JCT TH 35 E& (Lat: 44.653333, Lng: -93.295000), Route carried "on" structure: Interstate 35, Year Built: 1965, Status: Open, Structure Length: 6.87m (22.54ft), Average Daily Traffic: 24,500 (year 2004), Truck Traffic: 13%, Design Load: HS 20+Mod, Features Intersected: CR 64 (205TH ST) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.2 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: Superior 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: 19847, Location: 4.6 MI S OF JCT TH 35 E& (Lat: 44.673333, Lng: -93.295000), Route carried "on" structure: Interstate 35, Year Built: 1965, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 24,500 (year 2004), Truck Traffic: 13%, Design Load: HS 25, Features Intersected: LAKE MARION Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal 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: 19848, Location: 4.6 MI S OF JCT TH 35 E& (Lat: 44.673333, Lng: -93.295000), Route carried "on" structure: Interstate 35, Year Built: 1965, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 24,500 (year 2004), Truck Traffic: 13%, Design Load: HS 25, Features Intersected: LAKE MARION Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal 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: 19903, Location: 4.0 MI S OF JCT TH 3 (Lat: 44.681667, Lng: -93.293333), Route carried "on" structure: Interstate 35, Year Built: 2004, Status: Open, Structure Length: 5.99m (19.65ft), Average Daily Traffic: 24,500 (year 2004), Truck Traffic: 13%, Average Future Daily Traffic: 42,000 (year 2024), Design Load: HS 25, Features Intersected: 185th ST W(CSAH 60) Minimum Vertical Clearance: 30+ m (98+ ft), Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 67.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $970,000, 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: 19904, Location: 4.0 MI S OF JCT 3 (Lat: 44.681667, Lng: -93.293333), Route carried "on" structure: Interstate 35, Year Built: 2004, Status: Open, Structure Length: 5.99m (19.65ft), Average Daily Traffic: 24,500 (year 2004), Truck Traffic: 13%, Average Future Daily Traffic: 42,000 (year 2024), Design Load: HS 25, Features Intersected: 185th ST W (CSAH 60) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), 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-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,270,000, 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: 19J05, Location: 0.2 MI S OF JCT CSAH 50 (Lat: 44.641667, Lng: -93.228333), Route carried "on" structure: City street 103, Year Built: 1994, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,250 (year 2005), Design Load: HS 25, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: Very 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: Equal to present desirable 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: 19J11, Location: 0.5 MI W OF JCT CSAH 23 (Lat: 44.645000, Lng: -93.228333), Route carried "on" structure: City street 188, Year Built: 1994, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 8,300 (year 2005), Truck Traffic: 4%, Design Load: HS 25, Features Intersected: N BRANCH VERMILLION RIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft) Condition: Channel: Very 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: Superior to present desirable 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: 19J13, Location: 0.4 MI S OF JCT CR 58 (Lat: 44.696667, Lng: -93.176667), Route carried "on" structure: County highway 31, Year Built: 1998, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 24,800 (year 2005), Truck Traffic: 6%, Design Load: HS 25, Features Intersected: NORTH CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft) Condition: Channel: Very 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 19J24, Location: 0.7 mi E of jct CSAH 31 (Lat: 44.718333, Lng: -93.161667), Route carried "on" structure: County highway 46, Year Built: 2001, Status: Open, Structure Length: 0.34m (1.12ft), Average Daily Traffic: 23,000 (year 2005), Design Load: HS 25, Features Intersected: PED 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: 10.2m (33.5ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft) Condition: Culverts: Excellent, Operating Rating: 69.4 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable 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: November 2006, Bridge Improvement Cost: $60,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 19J25, Location: 0.7 mi S of jct CSAH 23 (Lat: 44.635000, Lng: -93.218333), Route carried "on" structure: County highway 23, Year Built: 2000, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 5,900 (year 2005), Design Load: HS 25, Features Intersected: Trout Stream Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 68.6 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 19J26, Location: 0.2 mi S of jct CSAH 50 (Lat: 44.638333, Lng: -93.218333), Route carried "on" structure: County highway 23, Year Built: 2000, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 12,600 (year 2005), Design Load: HS 25, Features Intersected: Trout Stream Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft) Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 68.6 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 19J3, Location: 0.9 MI NE OF JCT CSAH 23 (Lat: 44.703333, Lng: -93.204167), Route carried "on" structure: County highway 9, Year Built: 1994, Status: Open, Structure Length: 0.34m (1.12ft), Average Daily Traffic: 9,000 (year 2005), Design Load: HS 25, Features Intersected: NORTH CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 19J31, Location: 100' SO OF JCT 167TH ST (Lat: 45.706667, Lng: -93.211667), Route carried "on" structure: City street 124, Year Built: 1999, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 800 (year 2005), Design Load: HS 25, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft) Condition: Channel: Very 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: Equal to present desirable 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: 19J32, Location: 0.25 MI S OF 170TH ST W (Lat: 44.700000, Lng: -93.193056), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 150 (year 1990), Design Load: HS 25, Features Intersected: NORTH CREEK, Facility Carried by Structure: FIELDCREST AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft) Condition: Channel: Very 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: Equal to present desirable 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: 6556, Location: 0.62 MI S OF JCT CSAH 60 (Lat: 44.673333, Lng: -93.293333), Route carried "on" structure: City street 118, Year Built: 1947, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,200 (year 2005), Features Intersected: LAKE MARIO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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: 95262, Location: 0.1 MI N OF 205TH ST W (Lat: 44.655000, Lng: -93.278333), Route carried "on" structure: City street 147, Year Built: 1980, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 10 (year 1997), Design Load: Pedestrian, Features Intersected: STREAM, Facility Carried by Structure: PEDESTRIAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft) Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008 Find on map >>
Structure Number: 97612, Location: 0.1 MI S OF JCT CSAH 50 (Lat: 44.643333, Lng: -93.243333), Route carried "on" structure: City street 105, Year Built: 1991, Status: Open, Structure Length: 0.40m (1.31ft), Average Daily Traffic: 4,650 (year 2005), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: 104(HOLYOKE AVE) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.6m (11.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft) 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: Better than 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: L5772, Location: 0.3 MI NW OF JCT CSAH 9 (Lat: 44.705000, Lng: -93.210000), Route carried "on" structure: City street 110, Year Built: 1963, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 100 (year 1997), Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 19531, Location: 1.6 MI S OF JCT 35 E&W (Lat: 44.714244, Lng: -93.283386), Route carried "under" structure: Interstate 35, Year Built: 1995, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 87,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 35, Facility Carried by Structure: CSAH 46 Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft) Find on map >>
Structure Number: 19807, Location: 2.8 MI S OF JCT TH 35 E& (Lat: 44.697817, Lng: -93.288433), Route carried "under" structure: County highway 50, Year Built: 1965, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 25,000 (year 2005), Features Intersected: CSAH 50, Facility Carried by Structure: I 35 SB Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.2m (56.4ft) Find on map >>
Structure Number: 19808, Location: 2.8 MI S OF JCT TH 35 E& (Lat: 44.697722, Lng: -93.288328), Route carried "under" structure: County highway 50, Year Built: 1965, Structure Length: 4.47m (14.67ft), Average Daily Traffic: 25,000 (year 2005), Features Intersected: CSAH 50, Facility Carried by Structure: I 35 NB Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft) Find on map >>
Structure Number: 19841, Location: 5.0 MI S OF JCT TH 35 E& (Lat: 44.666667, Lng: -93.295000), Route carried "under" structure: Interstate 35, Year Built: 1965, Structure Length: 6.51m (21.36ft), Average Daily Traffic: 49,000 (year 2004), Truck Traffic: 13%, Features Intersected: I 35, Facility Carried by Structure: 195th ST Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 19842, Location: 6.5 MI S OF JCT TH 35 E& (Lat: 44.645000, Lng: -93.296667), Route carried "under" structure: Interstate 35, Year Built: 1965, Structure Length: 6.47m (21.23ft), Average Daily Traffic: 46,000 (year 2004), Truck Traffic: 13%, Features Intersected: I 35, Facility Carried by Structure: CSAH 70 Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.5m (67.3ft) Find on map >>
Structure Number: 19843, Location: 6.0 MI S OF JCT TH 35 E& (Lat: 44.653333, Lng: -93.295000), Route carried "under" structure: City street 102, Year Built: 1965, Structure Length: 6.87m (22.54ft), Average Daily Traffic: 2,900 (year 2005), Features Intersected: CR 64 (205TH ST), Facility Carried by Structure: I 35 SB Minimum Vertical Clearance: 7.07m (23.20ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.9m (65.3ft) Find on map >>
Structure Number: 19844, Location: 6.0 MI S OF JCT TH 35 E& (Lat: 44.653333, Lng: -93.295000), Route carried "under" structure: City street 102, Year Built: 1965, Structure Length: 6.87m (22.54ft), Average Daily Traffic: 2,900 (year 2005), Features Intersected: CR 64 (205TH ST), Facility Carried by Structure: I 35 NB Minimum Vertical Clearance: 6.74m (22.11ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.9m (65.3ft) Find on map >>
Structure Number: 19903, Location: 4.0 MI S OF JCT TH 3 (Lat: 44.681667, Lng: -93.293333), Route carried "under" structure: County highway 60, Year Built: 2004, Structure Length: 5.99m (19.65ft), Average Daily Traffic: 14,000 (year 2005), Features Intersected: 185th ST W(CSAH 60), Facility Carried by Structure: I 35 SB Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft) Find on map >>
Structure Number: 19904, Location: 4.0 MI S OF JCT 3 (Lat: 44.681667, Lng: -93.293333), Route carried "under" structure: County highway 60, Year Built: 2004, Structure Length: 5.99m (19.65ft), Average Daily Traffic: 14,000 (year 2005), Features Intersected: 185th ST W (CSAH 60), Facility Carried by Structure: I 35 NB Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft) Discuss this city on our hugely popular Minnesota forum Back to: Lakeville, MN, Minnesota, All US cities.
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