 |
 |
Bridge Statistics for Shakopee, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Shakopee, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 61 Total length: 478 meters (1,568ft) Total average daily traffic: 1,069,880 Total average daily truck traffic: 76,432 National Bridge Inventory (NBI) Registered Bridges for Shakopee
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 27624C, Location: 5.5 MI S OF JCT TH 494 (Lat: 44.788028, Lng: -93.403439), Route carried "on" structure: Ramp US 169, Year Built: 1993, Status: Open, Structure Length: 13.62m (44.69ft), Average Daily Traffic: 2,000 (year 1993), Design Load: HS 25, Features Intersected: WB County 101 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 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, 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: 27624E, Location: 5.5 MI S OF JCT TH 494 (Lat: 44.789403, Lng: -93.408025), Route carried "on" structure: Ramp US 169, Year Built: 1993, Status: Open, Structure Length: 21.21m (69.59ft), Average Daily Traffic: 2,000 (year 1993), Design Load: HS 25, Features Intersected: County 101 EB 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 42.9m (140.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 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, 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: 27624F, Location: 5.5 MI S OF JCT TH 494 (Lat: 44.790000, Lng: -93.406667), Route carried "on" structure: Ramp US 169, Year Built: 1993, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 1,000 (year 1993), Design Load: HS 25, Features Intersected: SB 169 to EB TH 13 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.8m (140.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 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, 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: 27624G, Location: 5.5 MI S OF JCT TH 494 (Lat: 44.790000, Lng: -93.406667), Route carried "on" structure: Ramp US 169, Year Built: 1993, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 1,000 (year 1993), Design Load: HS 25, Features Intersected: County 101 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 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, 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: 5944, Location: 1.1 MI E OF JCT CSAH 101 (Lat: 44.801264, Lng: -93.505272), Route carried "on" structure: County highway 101, Year Built: 1940, Status: Closed, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 15,500 (year 2005), Truck Traffic: 25%, Design Load: H 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: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.7m (5.6ft) Condition: Channel: Good, Culverts: Serious, Operating Rating: 76.7 metric tons, Inventory Rating: 47.4 metric tons, Structural Evaluation: High priority of corrective action, 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 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $160,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 70002, Location: 0.1 MI N OF JCT CR 69 (Lat: 44.800000, Lng: -93.526667), Route carried "on" structure: County highway 101, Year Built: 1992, Status: Open, Structure Length: 24.84m (81.50ft), Average Daily Traffic: 24,300 (year 2005), Truck Traffic: 15%, Design Load: HS 25, Features Intersected: MINN R & LEVEE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 24.0m (78.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 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, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2007, Underwater 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: 70004, Location: 1.3 MI W OF JCT TH 13 (Lat: 44.786667, Lng: -93.401667), Route carried "on" structure: State highway 801B, Year Built: 1990, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 22,750 (year 2004), Truck Traffic: 8%, Design Load: HS 25, Features Intersected: County 101 UP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 70006, Location: 1.3 MI W OF JCT TH 13 (Lat: 44.786667, Lng: -93.401667), Route carried "on" structure: State highway 801B, Year Built: 1991, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 22,750 (year 2004), Truck Traffic: 8%, Design Load: HS 25, Features Intersected: County 101 UP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.5m (67.3ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.5 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: 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: 70008, Location: 1.0 MI E OF JCT TH 169 (Lat: 44.785000, Lng: -93.410000), Route carried "on" structure: City street 126, Year Built: 1994, Status: Open, Structure Length: 6.62m (21.72ft), Average Daily Traffic: 910 (year 2005), Design Load: HS 25, Features Intersected: TH 169R, Facility Carried by Structure: Stagecoach Rd 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: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 97.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to 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: 70009, Location: AT THE JCT TH 169R (Lat: 44.785000, Lng: -93.401667), Route carried "on" structure: State highway 801B, Year Built: 1991, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 22,750 (year 2004), Truck Traffic: 8%, Design Load: HS 25, Features Intersected: County 101 TH 169R 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: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 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: 70013, Location: 3.4 MI E OF JCT TH 41 (Lat: 44.775000, Lng: -93.520000), Route carried "on" structure: County highway 79, Year Built: 1995, Status: Open, Structure Length: 6.57m (21.56ft), Average Daily Traffic: 3,550 (year 2005), Design Load: HS 25, Features Intersected: US 169 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: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 96.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 70014, Location: 4.2 MI E OF JCT TH 41 (Lat: 44.776667, Lng: -93.506667), Route carried "on" structure: County highway 17, Year Built: 1993, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 24,800 (year 2005), Design Load: HS 25, Features Intersected: US 169 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: 28.0m (91.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 29.0m (95.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 70037, Location: 5.9 MI E OF JCT TH 41 (Lat: 44.779444, Lng: -93.473333), Route carried "on" structure: US 169, Year Built: 1994, Status: Open, Structure Length: 5.47m (17.95ft), Average Daily Traffic: 23,000 (year 2004), Truck Traffic: 6%, Design Load: HS 25, Features Intersected: CSAH 16 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: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.6 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 70038, Location: 5.9 MI E OF JCT TH 41 (Lat: 44.779444, Lng: -93.473333), Route carried "on" structure: US 169, Year Built: 1994, Status: Open, Structure Length: 5.47m (17.95ft), Average Daily Traffic: 23,000 (year 2004), Truck Traffic: 6%, Design Load: HS 25, Features Intersected: CSAH 16 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: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 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: July 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: 70039, Location: 6.2 MI E OF JCT TH 41 (Lat: 44.780000, Lng: -93.470000), Route carried "on" structure: US 169, Year Built: 1993, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 23,000 (year 2004), Truck Traffic: 6%, Design Load: HS 25, Features Intersected: CSAH 83 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.6m (139.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 96.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.6 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: 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: 7004, Location: 6.2 MI E OF JCT TH 41 (Lat: 44.780000, Lng: -93.470000), Route carried "on" structure: US 169, Year Built: 1993, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 23,000 (year 2004), Truck Traffic: 6%, Design Load: HS 25, Features Intersected: CSAH 83 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.6m (139.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 96.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.6 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: 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: 70518, Location: 5.7 MI SW OF JCT TH 494 (Lat: 44.790000, Lng: -93.408333), Route carried "on" structure: Ramp US 169, Year Built: 1993, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 5,000 (year 1996), Design Load: HS 25, Features Intersected: CSAH 101 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.5m (116.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 70519, Location: 5.7 MI SW OF JCT TH 494 (Lat: 44.790000, Lng: -93.406667), Route carried "on" structure: US 169, Year Built: 1993, Status: Open, Structure Length: 7.82m (25.66ft), Average Daily Traffic: 23,500 (year 2004), Truck Traffic: 8%, Design Load: HS 25, Features Intersected: TH 801B 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present 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: 7052, Location: 5.7 MI SW OF JCT TH 494 (Lat: 44.790000, Lng: -93.406667), Route carried "on" structure: US 169, Year Built: 1993, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 23,500 (year 2004), Truck Traffic: 8%, Design Load: HS 25, Features Intersected: TH 801B 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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.2m (138.5ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.4 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: 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: 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: 70521, Location: 5.8 MI SW OF JCT TH 494 (Lat: 44.788333, Lng: -93.408333), Route carried "on" structure: US 169, Year Built: 1993, Status: Open, Structure Length: 3.55m (11.65ft), Average Daily Traffic: 17,750 (year 2004), Truck Traffic: 7%, Design Load: HS 25, Features Intersected: County 101 EB (Savage) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.7 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: 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: 70522, Location: 5.8 MI SW OF JCT TH 494 (Lat: 44.787336, Lng: -93.407606), Route carried "on" structure: US 169, Year Built: 1993, Status: Open, Structure Length: 3.55m (11.65ft), Average Daily Traffic: 17,750 (year 2004), Truck Traffic: 7%, Design Load: HS 25, Features Intersected: County 101EB (Savage) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), 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: 96.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.6 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: 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: 70523, Location: 5.9 MI SW OF JCT TH 494 (Lat: 44.787778, Lng: -93.409444), Route carried "on" structure: US 169, Year Built: 1994, Status: Open, Structure Length: 9.04m (29.66ft), Average Daily Traffic: 17,750 (year 2004), Truck Traffic: 7%, Design Load: HS 25, Features Intersected: UP RR & CSAH 18 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: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 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: 70524, Location: 5.9 MI SW OF JCT TH 494 (Lat: 44.789153, Lng: -93.406828), Route carried "on" structure: US 169, Year Built: 1994, Status: Open, Structure Length: 6.02m (19.75ft), Average Daily Traffic: 17,750 (year 2004), Truck Traffic: 7%, Design Load: HS 25, Features Intersected: UP RR & CSAH 18 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: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 57.9m (190.0ft), 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: 83.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 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: 70525, Location: 7.1 MI SW OF JCT TH 494 (Lat: 44.784444, Lng: -93.418889), Route carried "on" structure: US 169, Year Built: 1994, Status: Open, Structure Length: 13.80m (45.28ft), Average Daily Traffic: 17,750 (year 2004), Truck Traffic: 7%, Design Load: HS 25, Features Intersected: TH 169R WB 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: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 64.6m (211.9ft), 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: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 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: 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: 70526, Location: 7.1 MI SW OF JCT TH 494 (Lat: 44.784444, Lng: -93.419444), Route carried "on" structure: US 169, Year Built: 1994, Status: Open, Structure Length: 14.66m (48.10ft), Average Daily Traffic: 17,750 (year 2004), Truck Traffic: 7%, Design Load: HS 25, Features Intersected: TH 169R WB 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: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 68.6m (225.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft) 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: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 70527, Location: 6.0 MI SW OF JCT TH 494 (Lat: 44.786228, Lng: -93.413172), Route carried "on" structure: US 169, Year Built: 1994, Status: Open, Structure Length: 5.83m (19.13ft), Average Daily Traffic: 17,750 (year 2004), Truck Traffic: 7%, Design Load: HS 25, Features Intersected: CSAH 18 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: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.9m (94.8ft), 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: 88.7 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: Equal to 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: 70528, Location: 6.0 MI SW OF JCT TH 494 (Lat: 44.786111, Lng: -93.412778), Route carried "on" structure: US 169, Year Built: 1994, Status: Open, Structure Length: 5.83m (19.13ft), Average Daily Traffic: 17,750 (year 2004), Truck Traffic: 7%, Design Load: HS 25, Features Intersected: CSAH 18 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.7 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: 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: 70529, Location: 0.8 MI E OF JCT TH 169 (Lat: 44.784444, Lng: -93.411667), Route carried "on" structure: County highway 18, Year Built: 1994, Status: Open, Structure Length: 7.06m (23.16ft), Average Daily Traffic: 11,400 (year 2005), Design Load: HS 25, Features Intersected: TH 169R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: County 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: 36.5m (119.8ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.4 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: 7053, Location: 0.8 MI E OF JCT TH 169 (Lat: 44.786053, Lng: -93.413456), Route carried "on" structure: County highway 18, Year Built: 1994, Status: Open, Structure Length: 7.06m (23.16ft), Average Daily Traffic: 11,400 (year 2005), Design Load: HS 25, Features Intersected: TH 169R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: County 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: 36.5m (119.8ft), 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: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.4 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: 97223, Location: 0.1 MI N OF JCT TH 169 (Lat: 44.781667, Lng: -93.470000), Route carried "on" structure: County highway 83, Year Built: 1993, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 19,100 (year 2005), Design Load: HS 25, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 97224, Location: 0.1 MI S OF JCT TH 169 (Lat: 44.778333, Lng: -93.470000), Route carried "on" structure: County highway 83, Year Built: 1993, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 20,200 (year 2005), Design Load: HS 25, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 37.5m (123.0ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.5m (8.2ft) 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 97278, Location: 7.6 MI E OF JCT TH 41 (Lat: 44.783144, Lng: -93.437644), Route carried "on" structure: US 169, Year Built: 1994, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 58,000 (year 2004), Truck Traffic: 6%, Design Load: HS 25, Features Intersected: DEANS LAKE OUTLET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 48.2m (158.1ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft) 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9731, Location: 0.1 MI W OF JCT CSAH 101 (Lat: 44.815217, Lng: -93.526497), Route carried "on" structure: County highway 101, Year Built: 1993, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 6,400 (year 2005), Truck Traffic: 43%, Design Load: HS 20, Features Intersected: PED WALK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft) Condition: Culverts: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 97445, Location: 6.5 MI E OF JCT TH 41 (Lat: 44.781667, Lng: -93.466667), Route carried "on" structure: US 169, Year Built: 1994, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 58,000 (year 2004), Truck Traffic: 6%, Design Load: HS 25, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.8m (133.9ft), Skew: 10 degrees, 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: Good, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4175, Location: .1 MI N of Jct County 101 (Lat: 44.800739, Lng: -93.525953), Route carried "under" structure: City street 3, Year Built: 1927, Structure Length: 19.66m (64.50ft), Average Daily Traffic: 50 (year 2002), Features Intersected: County 101 Minnesota R, Facility Carried by Structure: Pedestrian Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Deck, Length of Maximum Span: 38.9m (127.6ft) Find on map >>
Structure Number: 6884, Location: 0.9 MI W OF JCT CSAH 101 (Lat: 44.794444, Lng: -93.545000), Route carried "under" structure: County highway 69, Year Built: 1956, Structure Length: 10.92m (35.83ft), Average Daily Traffic: 6,400 (year 2005), Truck Traffic: 43%, Features Intersected: CSAH 69, Facility Carried by Structure: UP RR Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 30.4m (99.7ft) Find on map >>
Structure Number: 6885, Location: 0.8 MI W OF JCT CSAH 101 (Lat: 44.795000, Lng: -93.545000), Route carried "under" structure: County highway 69, Year Built: 1956, Structure Length: 7.34m (24.08ft), Average Daily Traffic: 6,400 (year 2005), Truck Traffic: 43%, Features Intersected: CSAH 69, Facility Carried by Structure: UP RR Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 22.2m (72.8ft) Find on map >>
Structure Number: 70002, Location: 0.1 MI N OF JCT CR 69 (Lat: 44.800000, Lng: -93.526667), Route carried "under" structure: City street 3, Year Built: 1992, Structure Length: 24.84m (81.50ft), Average Daily Traffic: 100 (year 1974), Features Intersected: MINN R & LEVEE DR, Facility Carried by Structure: CSAH 101 Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft) Find on map >>
Structure Number: 70008, Location: 1.0 MI E OF JCT TH 169 (Lat: 44.785000, Lng: -93.410000), Route carried "under" structure: State highway 169R, Year Built: 1994, Structure Length: 6.62m (21.72ft), Average Daily Traffic: 22,500 (year 2004), Truck Traffic: 10%, Features Intersected: TH 169R, Facility Carried by Structure: Stagecoach Rd Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft) Find on map >>
Structure Number: 70009, Location: AT THE JCT TH 169R (Lat: 44.785000, Lng: -93.401667), Route carried "under" structure: Ramp US 169R, Year Built: 1991, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 8,900 (year 1996), Features Intersected: County 101 TH 169R, Facility Carried by Structure: TH 801B EB Minimum Vertical Clearance: 5.85m (19.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft) Find on map >>
Structure Number: 70013, Location: 3.4 MI E OF JCT TH 41 (Lat: 44.775000, Lng: -93.520000), Route carried "under" structure: US 169, Year Built: 1995, Structure Length: 6.57m (21.56ft), Average Daily Traffic: 35,000 (year 2004), Truck Traffic: 7%, Features Intersected: US 169, Facility Carried by Structure: CR 79 Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft) Find on map >>
Structure Number: 70014, Location: 4.2 MI E OF JCT TH 41 (Lat: 44.776667, Lng: -93.506667), Route carried "under" structure: US 169, Year Built: 1993, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 35,000 (year 2004), Truck Traffic: 7%, Features Intersected: US 169, Facility Carried by Structure: CSAH 17 Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft) Find on map >>
Structure Number: 70037, Location: 5.9 MI E OF JCT TH 41 (Lat: 44.779444, Lng: -93.473333), Route carried "under" structure: County highway 16, Year Built: 1994, Structure Length: 5.47m (17.95ft), Average Daily Traffic: 3,350 (year 2005), Features Intersected: CSAH 16 Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft) Find on map >>
Structure Number: 70038, Location: 5.9 MI E OF JCT TH 41 (Lat: 44.779444, Lng: -93.473333), Route carried "under" structure: County highway 16, Year Built: 1994, Structure Length: 5.47m (17.95ft), Average Daily Traffic: 3,350 (year 2005), Features Intersected: CSAH 16 Minimum Vertical Clearance: 0.57m (1.87ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft) Find on map >>
Structure Number: 70039, Location: 6.2 MI E OF JCT TH 41 (Lat: 44.780000, Lng: -93.470000), Route carried "under" structure: County highway 83, Year Built: 1993, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 19,100 (year 2005), Features Intersected: CSAH 83, Facility Carried by Structure: US 169 EB Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.6m (139.8ft) Find on map >>
Structure Number: 7004, Location: 6.2 MI E OF JCT TH 41 (Lat: 44.780000, Lng: -93.470000), Route carried "under" structure: County highway 83, Year Built: 1993, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 19,100 (year 2005), Features Intersected: CSAH 83, Facility Carried by Structure: US 169 WB Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.6m (139.8ft) Find on map >>
Structure Number: 70518, Location: 5.7 MI SW OF JCT TH 494 (Lat: 44.790000, Lng: -93.408333), Route carried "under" structure: County highway 101R, Year Built: 1993, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 21,000 (year 2005), Truck Traffic: 14%, Features Intersected: CSAH 101, Facility Carried by Structure: US 169 SB OFF RAMP Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.5m (116.5ft) Find on map >>
Structure Number: 70519, Location: 5.7 MI SW OF JCT TH 494 (Lat: 44.790000, Lng: -93.406667), Route carried "under" structure: State highway 801B, Year Built: 1993, Structure Length: 7.82m (25.66ft), Average Daily Traffic: 45,500 (year 2004), Truck Traffic: 8%, Features Intersected: TH 801B, Facility Carried by Structure: US 169 NB Minimum Vertical Clearance: 7.13m (23.39ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 7052, Location: 5.7 MI SW OF JCT TH 494 (Lat: 44.790000, Lng: -93.406667), Route carried "under" structure: State highway 801B, Year Built: 1993, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 45,500 (year 2004), Truck Traffic: 8%, Features Intersected: TH 801B, Facility Carried by Structure: US 169 SB Minimum Vertical Clearance: 0.71m (2.33ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.2m (138.5ft) Find on map >>
Structure Number: 70521, Location: 5.8 MI SW OF JCT TH 494 (Lat: 44.788333, Lng: -93.408333), Route carried "under" structure: Ramp US 169, Year Built: 1993, Structure Length: 3.55m (11.65ft), Average Daily Traffic: 5,000 (year 1996), Features Intersected: County 101 EB (Savage) Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft) Find on map >>
Structure Number: 70522, Location: 5.8 MI SW OF JCT TH 494 (Lat: 44.787336, Lng: -93.407606), Route carried "under" structure: Ramp US 169, Year Built: 1993, Structure Length: 3.55m (11.65ft), Average Daily Traffic: 5,000 (year 1996), Features Intersected: County 101EB (Savage) Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft) Find on map >>
Structure Number: 70523, Location: 5.9 MI SW OF JCT TH 494 (Lat: 44.787778, Lng: -93.409444), Route carried "under" structure: City street 126, Year Built: 1994, Structure Length: 9.04m (29.66ft), Average Daily Traffic: 910 (year 2005), Features Intersected: UP RR & CSAH 18, Facility Carried by Structure: US 169 NB Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.3m (165.0ft) Find on map >>
Structure Number: 70524, Location: 5.9 MI SW OF JCT TH 494 (Lat: 44.789153, Lng: -93.406828), Route carried "under" structure: City street 126, Year Built: 1994, Structure Length: 6.02m (19.75ft), Average Daily Traffic: 910 (year 2005), Features Intersected: UP RR & CSAH 18, Facility Carried by Structure: US 169 SB Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.9m (190.0ft) Find on map >>
Structure Number: 70525, Location: 7.1 MI SW OF JCT TH 494 (Lat: 44.784444, Lng: -93.418889), Route carried "under" structure: State highway 169R, Year Built: 1994, Structure Length: 13.80m (45.28ft), Average Daily Traffic: 11,250 (year 2004), Truck Traffic: 10%, Features Intersected: TH 169R WB, Facility Carried by Structure: US 169 EB Minimum Vertical Clearance: 5.88m (19.29ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.6m (211.9ft) Find on map >>
Structure Number: 70526, Location: 7.1 MI SW OF JCT TH 494 (Lat: 44.784444, Lng: -93.419444), Route carried "under" structure: State highway 169R, Year Built: 1994, Structure Length: 14.66m (48.10ft), Average Daily Traffic: 11,250 (year 2004), Truck Traffic: 10%, Features Intersected: TH 169R WB, Facility Carried by Structure: US 169 WB Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 68.6m (225.1ft) Find on map >>
Structure Number: 70527, Location: 6.0 MI SW OF JCT TH 494 (Lat: 44.786228, Lng: -93.413172), Route carried "under" structure: County highway 18, Year Built: 1994, Structure Length: 5.83m (19.13ft), Average Daily Traffic: 17,750 (year 2005), Features Intersected: CSAH 18, Facility Carried by Structure: US 169 EB Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft) Find on map >>
Structure Number: 70528, Location: 6.0 MI SW OF JCT TH 494 (Lat: 44.786111, Lng: -93.412778), Route carried "under" structure: County highway 18, Year Built: 1994, Structure Length: 5.83m (19.13ft), Average Daily Traffic: 17,750 (year 2005), Features Intersected: CSAH 18, Facility Carried by Structure: US 169 WB Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft) Find on map >>
Structure Number: 70529, Location: 0.8 MI E OF JCT TH 169 (Lat: 44.784444, Lng: -93.411667), Route carried "under" structure: State highway 169R, Year Built: 1994, Structure Length: 7.06m (23.16ft), Average Daily Traffic: 22,500 (year 2004), Truck Traffic: 10%, Features Intersected: TH 169R, Facility Carried by Structure: CSAH 18 NB Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft) Find on map >>
Structure Number: 7053, Location: 0.8 MI E OF JCT TH 169 (Lat: 44.786053, Lng: -93.413456), Route carried "under" structure: State highway 169R, Year Built: 1994, Structure Length: 7.06m (23.16ft), Average Daily Traffic: 22,500 (year 2004), Truck Traffic: 10%, Features Intersected: TH 169R, Facility Carried by Structure: CSAH 18 SB Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft) Find on map >>
Structure Number: 70536, Location: 4.2 MI E OF JCT TH 41 (Lat: 44.776667, Lng: -93.506389), Route carried "under" structure: US 169, Year Built: 2002, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 35,000 (year 2004), Truck Traffic: 7%, Features Intersected: US 169, Facility Carried by Structure: PED E OF CSAH 17 Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft) Find on map >>
Structure Number: 70539, Location: 3.4 MI E OF JCT TH 14 (Lat: 44.775000, Lng: -93.520833), Route carried "under" structure: US 169, Year Built: 2002, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 35,000 (year 2004), Truck Traffic: 7%, Features Intersected: US 169, Facility Carried by Structure: PED W OF CR 79 Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft) Discuss this city on our hugely popular Minnesota forum Back to: Shakopee, MN, Minnesota, All US cities.
|
 |
