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Bridge Statistics for Brooklyn Park, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Brooklyn Park, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 58 Total length: 484 meters (1,588ft) Total costs: $840,000 Total average daily traffic: 1,949,425 Total average daily truck traffic: 101,823 National Bridge Inventory (NBI) Registered Bridges for Brooklyn Park
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 27214, Location: RAMP TO TH 252 SB (Lat: 45.121667, Lng: -93.310000), Route carried "on" structure: Ramp State highway 610, Year Built: 1998, Status: Open, Structure Length: 6.44m (21.13ft), Average Daily Traffic: 9,000 (year 1998), Design Load: HS 25, Features Intersected: MET Council Sewer Pipe 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: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.4m (70.2ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $674,000, Roadway Improvement Cost: $56,000, Total Project Cost: $840,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27217, Location: AT THE JCT YH 252 & 610 (Lat: 45.123467, Lng: -93.304167), Route carried "on" structure: Ramp State highway 252, Year Built: 1998, Status: Open, Structure Length: 16.76m (54.99ft), Average Daily Traffic: 9,000 (year 1998), Design Load: HS 25, Features Intersected: TH 610 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: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 54.7m (179.5ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 83.4 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable 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: 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: 27218, Location: AT THE JCT TH 252 & 610 (Lat: 45.122222, Lng: -93.306667), Route carried "on" structure: State highway 252, Year Built: 1998, Status: Open, Structure Length: 17.31m (56.79ft), Average Daily Traffic: 25,500 (year 2004), Truck Traffic: 2%, Design Load: HS 25, Features Intersected: TH 610 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 59.0m (193.6ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.8 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable 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: September 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: 27219, Location: AT THE JCT TH 610 & 252 (Lat: 45.154306, Lng: -93.307428), Route carried "on" structure: State highway 252, Year Built: 1998, Status: Open, Structure Length: 16.60m (54.46ft), Average Daily Traffic: 25,500 (year 2004), Truck Traffic: 2%, Design Load: HS 25, Features Intersected: TH 610 WB on ramp 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 54.0m (177.2ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 27221, Location: 1.5 MI W OF JCT TH 252 (Lat: 45.123578, Lng: -93.335981), Route carried "on" structure: County highway 12, Year Built: 1997, Status: Open, Structure Length: 6.59m (21.62ft), Average Daily Traffic: 13,200 (year 2005), Design Load: HS 25, Features Intersected: TH 610, Facility Carried by Structure: Noble Pkwy Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 26.4m (86.6ft), Out-to-Out Width: 34.8m (114.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, 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: 27222, Location: 2.0 MI W OF JCT TH 169 (Lat: 45.125000, Lng: -93.346667), Route carried "on" structure: City street 134, Year Built: 1997, Status: Open, Structure Length: 7.15m (23.46ft), Average Daily Traffic: 1,850 (year 2005), Design Load: HS 25, Features Intersected: TH 610, Facility Carried by Structure: Regent Ave Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 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: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 99.8 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27223, Location: 1.5 MI E OF JCT TH 169 (Lat: 45.126667, Lng: -93.356667), Route carried "on" structure: County highway 14, Year Built: 1999, Status: Open, Structure Length: 6.70m (21.98ft), Average Daily Traffic: 9,800 (year 2005), Design Load: HS 25, Features Intersected: TH 610, Facility Carried by Structure: Zane Ave 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: 26.5m (86.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.7m (107.3ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 26.4m (86.6ft), Out-to-Out Width: 35.8m (117.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27224, Location: 1.2 MI E OF JCT TH 169 (Lat: 45.128333, Lng: -93.365000), Route carried "on" structure: City street 138, Year Built: 1999, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 600 (year 2005), Design Load: HS 25, Features Intersected: TH 610, Facility Carried by Structure: Hampshire Ave N 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: 32.7m (107.3ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: 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: 27225, Location: 3.0 MI W OF JCT TH 252 (Lat: 45.128889, Lng: -93.390000), Route carried "on" structure: County highway 103, Year Built: 1998, Status: Open, Structure Length: 7.43m (24.38ft), Average Daily Traffic: 11,800 (year 2005), Design Load: HS 25, Features Intersected: TH 610, Facility Carried by Structure: W Broadway Ave Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.0m (124.7ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 35.8m (117.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 95.5 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: Equal to present desirable 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: 27233, Location: AT THE JCT TH 610 & 169 (Lat: 45.128889, Lng: -93.390000), Route carried "on" structure: State highway 610, Year Built: 1998, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 16,750 (year 2004), Truck Traffic: 7%, 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: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 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-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 91.4 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, 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: 27234, Location: AT THE JCT TH 610 & 169 (Lat: 45.128889, Lng: -93.390000), Route carried "on" structure: State highway 610, Year Built: 1998, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 16,750 (year 2004), Truck Traffic: 7%, Design Load: HS 25, Features Intersected: US 169 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 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-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, 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: 27239, Location: 1.9 Mi SW of Jct TH 10 (Lat: 45.129150, Lng: -93.299050), Route carried "on" structure: State highway 610, Year Built: 1985, Status: Open, Structure Length: 40.43m (132.64ft), Average Daily Traffic: 42,000 (year 2004), Truck Traffic: 4%, Design Load: HS 20, Features Intersected: MISSISSIPPI RIVER 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: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.8 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, 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: September 2007, Underwater Inspection Date: September 2004, 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: 27244, Location: 1.9 MI SW OF JCT TH 47 (Lat: 45.123103, Lng: -93.298125), Route carried "on" structure: City street 139, Year Built: 1985, Status: Open, Structure Length: 6.97m (22.87ft), Average Daily Traffic: 2,850 (year 2005), Design Load: HS 20, Features Intersected: TH 610, Facility Carried by Structure: W River Rd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.6m (116.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 93.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 27252, Location: 1.9 MI SW OF JCT TH 10 (Lat: 45.126667, Lng: -93.296667), Route carried "on" structure: State highway 610, Year Built: 1999, Status: Open, Structure Length: 39.49m (129.56ft), Average Daily Traffic: 42,000 (year 2004), Truck Traffic: 4%, Design Load: HS 25, Features Intersected: MISSISSIPPI RIVER 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: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.9m (12.8ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 25.9m (85.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 84.1 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: Equal to present desirable criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2007, Underwater Inspection Date: December 2004, 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: 2763, Location: 0.8 MI N OF JCT TH 94 (Lat: 45.094558, Lng: -93.402500), Route carried "on" structure: County highway 130, Year Built: 1984, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 15,500 (year 2005), Design Load: HS 20, Features Intersected: US 169, Facility Carried by Structure: 77th Ave N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.6m (100.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 96.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 27707, Location: 0.5 MI E OF JCT TH 169 (Lat: 45.079939, Lng: -93.391989), Route carried "on" structure: City street 104, Year Built: 1984, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 10,500 (year 2005), Design Load: HS 20, Features Intersected: I 94 & WB on ramp, Facility Carried by Structure: Boone Ave N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 24.0m (78.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 27J14, Location: 0.2 MI E OF JCT TH 169 (Lat: 45.070000, Lng: -93.395000), Route carried "on" structure: City street 103, Year Built: 2000, Status: Open, Structure Length: 0.41m (1.35ft), Average Daily Traffic: 6,900 (year 2005), Design Load: HS 25, Features Intersected: BASS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft) 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: January 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 27J17, Location: 0.9 MI N OF JCT TH 610` (Lat: 45.143333, Lng: -93.360000), Route carried "on" structure: County highway 14, Year Built: 2003, Status: Open, Structure Length: 0.47m (1.54ft), Average Daily Traffic: 8,375 (year 2005), Design Load: HS 25, Features Intersected: PED Minimum Vertical Clearance: 30+ m (98+ ft), Lanes on structure: 4, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft) Condition: Culverts: Very good, Operating Rating: 68.6 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 27J18, Location: 1.2 MI N OF JCT TH 610 (Lat: 45.141667, Lng: -93.336667), Route carried "on" structure: County highway 12, Year Built: 2002, Status: Open, Structure Length: 0.47m (1.54ft), Average Daily Traffic: 10,300 (year 2005), Design Load: HS 25, Features Intersected: PED, Facility Carried by Structure: NOBLE PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft) Condition: Culverts: Excellent, Operating Rating: 68.6 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $49,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 27V01, Location: AT THE JCT OF TH 169 & 94 (Lat: 45.083244, Lng: -93.402242), Route carried "on" structure: US 169, Year Built: 1996, Status: Open, Structure Length: 6.90m (22.64ft), Average Daily Traffic: 39,000 (year 2004), Truck Traffic: 5%, Design Load: HS 25, Features Intersected: I 94 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.5m (113.2ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 93.6 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 27V02, Location: AT THE JCT OF TH 169 & 94 (Lat: 45.082903, Lng: -93.401925), Route carried "on" structure: US 169, Year Built: 1996, Status: Open, Structure Length: 6.90m (22.64ft), Average Daily Traffic: 39,000 (year 2004), Truck Traffic: 5%, Design Load: HS 25, Features Intersected: I 94 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.5m (113.2ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 93.6 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 27V39, Location: 1.5 mi E of jct TH 169 (Lat: 45.076667, Lng: -93.376667), Route carried "on" structure: Interstate 94, Year Built: 2001, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 49,000 (year 2004), Truck Traffic: 8%, Design Load: HS 25, Features Intersected: W Broadway (CSAH 8) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 90.5 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable 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: April 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: 27V4, Location: 1.5 mi E jct TH 169 (Lat: 45.076667, Lng: -93.376667), Route carried "on" structure: Interstate 94, Year Built: 2001, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 49,000 (year 2004), Truck Traffic: 8%, Design Load: HS 25, Features Intersected: W Broadway (CSAH8) 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: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.8m (107.6ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 20.5m (67.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 90.5 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable 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: April 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: 27V43, Location: 1.4 mi E of jct TH 169 (Lat: 45.076667, Lng: -93.373333), Route carried "on" structure: Interstate 94, Year Built: 2001, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 49,000 (year 2004), Truck Traffic: 8%, Design Load: HS 25, Features Intersected: CSAH 81 & BNSF RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.5m (116.5ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 25.2m (82.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 27V44, Location: 1.4 mi E of jct TH 169 (Lat: 45.076667, Lng: -93.373333), Route carried "on" structure: Interstate 94, Year Built: 2001, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 49,000 (year 2004), Truck Traffic: 8%, Design Load: HS 25, Features Intersected: CSAH 81 & BNSF RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.5m (116.5ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 21.8m (71.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.7 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable 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: April 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: 27V46, Location: 2.3 MIE OF JCT TH 169 (Lat: 45.075003, Lng: -93.355000), Route carried "on" structure: City street 102, Year Built: 2002, Status: Open, Structure Length: 6.57m (21.56ft), Average Daily Traffic: 9,800 (year 2005), Design Load: HS 25, Features Intersected: I 94, Facility Carried by Structure: ZANE AVE N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 32.1m (105.3ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 93032, Location: 0.2 MI W OF JCT CSAH 81 (Lat: 45.094419, Lng: -93.388142), Route carried "on" structure: County highway 130, Year Built: 1971, Status: Open, Structure Length: 0.41m (1.35ft), Average Daily Traffic: 16,700 (year 2005), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: SHINGLE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.1m (13.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9319, Location: 0.3 MI NE OF BROADWAY AV (Lat: 45.101594, Lng: -93.371717), Route carried "on" structure: City street 117, Year Built: 1976, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 2,850 (year 2005), Design Load: H 20, Features Intersected: SHINGLE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 35.9 metric tons, Inventory Rating: 26.1 metric tons, Structural Evaluation: Equal to 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: January 2008, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 93763, Location: 0.2 MI N OF JCT CSAH 109 (Lat: 45.109894, Lng: -93.332386), Route carried "on" structure: County highway 12, Year Built: 1985, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 13,700 (year 2005), Design Load: HS 20, Features Intersected: EDINBROOK, Facility Carried by Structure: NOBLE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 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: December 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 93967, Location: 0.1 MI W OF JCT CSAH 81 (Lat: 45.110000, Lng: -93.391667), Route carried "on" structure: County highway 109, Year Built: 1987, Status: Open, Structure Length: 0.33m (1.08ft), Average Daily Traffic: 15,100 (year 2005), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 2.8m (9.2ft) 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 95579, Location: 0.4 MI N OF JCT TH 152 (Lat: 45.100600, Lng: -93.376931), Route carried "on" structure: County highway 103, Year Built: 1981, Status: Open, Structure Length: 0.40m (1.31ft), Average Daily Traffic: 15,700 (year 2005), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: SHINGLE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.0m (13.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9567, Location: 1.1 MI E OF JCT CSAH 81 (Lat: 45.094533, Lng: -93.361153), Route carried "on" structure: County highway 152, Year Built: 1982, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 21,800 (year 2005), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: SHINGLE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 62.2 metric tons, Inventory Rating: 38.4 metric tons, Structural Evaluation: Better than 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: October 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 95773, Location: 1.7 MI N OF JCT TH 94 (Lat: 45.105100, Lng: -93.393514), Route carried "on" structure: US 169, Year Built: 1984, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 58,000 (year 2004), Truck Traffic: 5%, Design Load: HS 20, Features Intersected: DITCH 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: 40.2m (131.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.9m (12.8ft) Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 29.4 metric tons, Inventory Rating: 19.6 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 95897, Location: 1.0 MI N OF JCT TH 152 (Lat: 45.120564, Lng: -93.389172), Route carried "on" structure: US 169, Year Built: 1984, Status: Open, Structure Length: 0.50m (1.64ft), Average Daily Traffic: 53,000 (year 2004), Truck Traffic: 5%, Design Load: HS 20, 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: 39.0m (128.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.4m (14.4ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Better than 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: October 2007, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 27217, Location: AT THE JCT YH 252 & 610 (Lat: 45.123467, Lng: -93.304167), Route carried "under" structure: State highway 610, Year Built: 1998, Structure Length: 16.76m (54.99ft), Average Daily Traffic: 53,000 (year 2004), Truck Traffic: 6%, Features Intersected: TH 610, Facility Carried by Structure: TH 252 NB on ramp Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 54.7m (179.5ft) Find on map >>
Structure Number: 27218, Location: AT THE JCT TH 252 & 610 (Lat: 45.122222, Lng: -93.306667), Route carried "under" structure: State highway 610, Year Built: 1998, Structure Length: 17.31m (56.79ft), Average Daily Traffic: 53,000 (year 2004), Truck Traffic: 6%, Features Intersected: TH 610, Facility Carried by Structure: TH 252 SB Minimum Vertical Clearance: 6.37m (20.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 59.0m (193.6ft) Find on map >>
Structure Number: 27219, Location: AT THE JCT TH 610 & 252 (Lat: 45.154306, Lng: -93.307428), Route carried "under" structure: Ramp State highway 610, Year Built: 1998, Structure Length: 16.60m (54.46ft), Average Daily Traffic: 9,000 (year 1998), Features Intersected: TH 610 WB on ramp, Facility Carried by Structure: TH 252 SB Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 54.0m (177.2ft) Find on map >>
Structure Number: 2722, Location: 0.1 MI W OF JCT TH 252 (Lat: 45.123333, Lng: -93.316667), Route carried "under" structure: State highway 610, Year Built: 1998, Structure Length: 21.14m (69.36ft), Average Daily Traffic: 53,000 (year 2004), Truck Traffic: 6%, Features Intersected: TH 610, Facility Carried by Structure: PEDESTRIAN Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.5m (106.6ft) Find on map >>
Structure Number: 27221, Location: 1.5 MI W OF JCT TH 252 (Lat: 45.123578, Lng: -93.335981), Route carried "under" structure: State highway 610, Year Built: 1997, Structure Length: 6.59m (21.62ft), Average Daily Traffic: 45,000 (year 2004), Truck Traffic: 6%, Features Intersected: TH 610, Facility Carried by Structure: Noble Pkwy Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.2m (105.6ft) Find on map >>
Structure Number: 27222, Location: 2.0 MI W OF JCT TH 169 (Lat: 45.125000, Lng: -93.346667), Route carried "under" structure: State highway 610, Year Built: 1997, Structure Length: 7.15m (23.46ft), Average Daily Traffic: 45,000 (year 2004), Truck Traffic: 6%, Features Intersected: TH 610, Facility Carried by Structure: Regent Ave Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft) Find on map >>
Structure Number: 27223, Location: 1.5 MI E OF JCT TH 169 (Lat: 45.126667, Lng: -93.356667), Route carried "under" structure: State highway 610, Year Built: 1999, Structure Length: 6.70m (21.98ft), Average Daily Traffic: 39,000 (year 2004), Truck Traffic: 7%, Features Intersected: TH 610, Facility Carried by Structure: Zane Ave Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.7m (107.3ft) Find on map >>
Structure Number: 27224, Location: 1.2 MI E OF JCT TH 169 (Lat: 45.128333, Lng: -93.365000), Route carried "under" structure: State highway 610, Year Built: 1999, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 39,000 (year 2004), Truck Traffic: 7%, Features Intersected: TH 610, Facility Carried by Structure: Hampshire Ave N Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.7m (107.3ft) Find on map >>
Structure Number: 27225, Location: 3.0 MI W OF JCT TH 252 (Lat: 45.128889, Lng: -93.390000), Route carried "under" structure: State highway 610, Year Built: 1998, Structure Length: 7.43m (24.38ft), Average Daily Traffic: 33,500 (year 2004), Truck Traffic: 7%, Features Intersected: TH 610, Facility Carried by Structure: W Broadway Ave Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.0m (124.7ft) Find on map >>
Structure Number: 27233, Location: AT THE JCT TH 610 & 169 (Lat: 45.128889, Lng: -93.390000), Route carried "under" structure: US 169, Year Built: 1998, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 53,000 (year 2004), Truck Traffic: 5%, Features Intersected: US 169, Facility Carried by Structure: TH 610 WB Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft) Find on map >>
Structure Number: 27234, Location: AT THE JCT TH 610 & 169 (Lat: 45.128889, Lng: -93.390000), Route carried "under" structure: US 169, Year Built: 1998, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 53,000 (year 2004), Truck Traffic: 5%, Features Intersected: US 169, Facility Carried by Structure: TH 610 EB Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft) Find on map >>
Structure Number: 27244, Location: 1.9 MI SW OF JCT TH 47 (Lat: 45.123103, Lng: -93.298125), Route carried "under" structure: State highway 610, Year Built: 1985, Structure Length: 6.97m (22.87ft), Average Daily Traffic: 84,000 (year 2004), Truck Traffic: 4%, Features Intersected: TH 610, Facility Carried by Structure: W River Rd Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.6m (116.8ft) Find on map >>
Structure Number: 2763, Location: 0.8 MI N OF JCT TH 94 (Lat: 45.094558, Lng: -93.402500), Route carried "under" structure: US 169, Year Built: 1984, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 66,000 (year 2004), Truck Traffic: 5%, Features Intersected: US 169, Facility Carried by Structure: 77th Ave N Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.6m (100.4ft) Find on map >>
Structure Number: 27662, Location: 2.4 MI N OF JCT TH 152 (Lat: 45.136667, Lng: -93.390000), Route carried "under" structure: US 169, Year Built: 1984, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 40,000 (year 2004), Truck Traffic: 3%, Features Intersected: US 169, Facility Carried by Structure: PEDESTRIAN Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Length of Maximum Span: 38.1m (125.0ft) Find on map >>
Structure Number: 27685, Location: 3.2 MI N OF JCT TH 694 (Lat: 45.109814, Lng: -93.301319), Route carried "under" structure: State highway 252, Year Built: 2003, Structure Length: 26.13m (85.73ft), Average Daily Traffic: 71,000 (year 2004), Truck Traffic: 3%, Features Intersected: TH 252, Facility Carried by Structure: PED AT 85th AVE Minimum Vertical Clearance: 6.13m (20.11ft), Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: 27707, Location: 0.5 MI E OF JCT TH 169 (Lat: 45.079939, Lng: -93.391989), Route carried "under" structure: Interstate 94, Year Built: 1984, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 98,000 (year 2004), Truck Traffic: 8%, Features Intersected: I 94 & WB on ramp, Facility Carried by Structure: Boone Ave N Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft) Find on map >>
Structure Number: 27707, Location: 0.5 MI E OF JCT TH 169 (Lat: 45.079939, Lng: -93.391989), Route carried "under" structure: Ramp Interstate 94, Year Built: 1984, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 1,400 (year 1994), Features Intersected: I 94 & WB on ramp, Facility Carried by Structure: Boone Ave N Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft) Find on map >>
Structure Number: 27V01, Location: AT THE JCT OF TH 169 & 94 (Lat: 45.083244, Lng: -93.402242), Route carried "under" structure: Interstate 94, Year Built: 1996, Structure Length: 6.90m (22.64ft), Average Daily Traffic: 94,000 (year 2004), Truck Traffic: 8%, Features Intersected: I 94, Facility Carried by Structure: US 169 SB Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.5m (113.2ft) Find on map >>
Structure Number: 27V02, Location: AT THE JCT OF TH 169 & 94 (Lat: 45.082903, Lng: -93.401925), Route carried "under" structure: Interstate 94, Year Built: 1996, Structure Length: 6.90m (22.64ft), Average Daily Traffic: 94,000 (year 2004), Truck Traffic: 8%, Features Intersected: I 94, Facility Carried by Structure: US 169 NB Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.5m (113.2ft) Find on map >>
Structure Number: 27V39, Location: 1.5 mi E of jct TH 169 (Lat: 45.076667, Lng: -93.376667), Route carried "under" structure: County highway 8, Year Built: 2001, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 3,350 (year 2005), Features Intersected: W Broadway (CSAH 8), Facility Carried by Structure: I 94 WB Minimum Vertical Clearance: 5.09m (16.70ft), 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: 27V4, Location: 1.5 mi E jct TH 169 (Lat: 45.076667, Lng: -93.376667), Route carried "under" structure: County highway 8, Year Built: 2001, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 3,350 (year 2005), Features Intersected: W Broadway (CSAH8), Facility Carried by Structure: I 94 EB Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.8m (107.6ft) Find on map >>
Structure Number: 27V43, Location: 1.4 mi E of jct TH 169 (Lat: 45.076667, Lng: -93.373333), Route carried "under" structure: County highway 81, Year Built: 2001, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 27,500 (year 2005), Features Intersected: CSAH 81 & BNSF RR, Facility Carried by Structure: I 94 WB Minimum Vertical Clearance: 7.47m (24.51ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.5m (116.5ft) Find on map >>
Structure Number: 27V44, Location: 1.4 mi E of jct TH 169 (Lat: 45.076667, Lng: -93.373333), Route carried "under" structure: County highway 81, Year Built: 2001, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 27,500 (year 2005), Features Intersected: CSAH 81 & BNSF RR, Facility Carried by Structure: I 94 EB Minimum Vertical Clearance: 7.47m (24.51ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.5m (116.5ft) Find on map >>
Structure Number: 27V46, Location: 2.3 MIE OF JCT TH 169 (Lat: 45.075003, Lng: -93.355000), Route carried "under" structure: Interstate 94, Year Built: 2002, Structure Length: 6.57m (21.56ft), Average Daily Traffic: 105,000 (year 2004), Truck Traffic: 7%, Features Intersected: I 94, Facility Carried by Structure: ZANE AVE N Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.1m (105.3ft) Discuss this city on our hugely popular Minnesota forum Back to: Brooklyn Park, MN, Minnesota, All US cities.
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