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Bridge Statistics for Brooklyn Center, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Brooklyn Center, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 92 Total length: 1,151 meters (3,776ft) Total costs: $4,597,000 Total average daily traffic: 2,868,701 Total average daily truck traffic: 129,769 National Bridge Inventory (NBI) Registered Bridges for Brooklyn Center
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 27038, Location: 1.8 MI SW OF JCT TH 694 (Lat: 45.051667, Lng: -93.321667), Route carried "on" structure: County highway 152, Year Built: 1963, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 22,300 (year 2005), Design Load: HS 20, Features Intersected: TH 100, Facility Carried by Structure: Brooklyn Blvd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.4m (96.5ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 27.0m (88.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,610,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,971,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27039, Location: 1.3 MI SW OF JCT TH 694 (Lat: 45.055056, Lng: -93.315167), Route carried "on" structure: State highway 100, Year Built: 1991, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 22,500 (year 2004), Truck Traffic: 2%, Design Load: HS 25, Features Intersected: Shingle Creek 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), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: 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: 2704, Location: 1.3 MI SW OF JCT TH 694 (Lat: 45.055333, Lng: -93.315167), Route carried "on" structure: State highway 100, Year Built: 1964, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 22,500 (year 2004), Truck Traffic: 2%, Design Load: HS 25, Features Intersected: Shingle Creek 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), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 96.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $467,000, Roadway Improvement Cost: $17,000, Total Project Cost: $262,000 ( 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: 27041, Location: 0.9 MI SW OF JCT TH 694 (Lat: 45.058333, Lng: -93.308333), Route carried "on" structure: County highway 10, Year Built: 1967, Status: Open, Structure Length: 7.43m (24.38ft), Average Daily Traffic: 15,500 (year 2005), Design Load: HS 20, Features Intersected: TH 100, Facility Carried by Structure: Bass Lake Rd 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: 21.9m (71.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.1m (72.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 25.7m (84.3ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, 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 Find on map >>
Structure Number: 27042, Location: 0.8 MI SW OF JCT TH 694 (Lat: 45.060347, Lng: -93.306981), Route carried "on" structure: City street 127, Year Built: 1970, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 6,000 (year 2005), Design Load: HS 20, Features Intersected: TH 100 & off ramp, Facility Carried by Structure: John Martin Dr Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, 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: 3, Number Of Approach Spans: 2, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.50m (34.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,126,000, Roadway Improvement Cost: $31,000, Total Project Cost: $468,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 2728, Location: AT THE JCT TH 100 &FRANCE (Lat: 45.041667, Lng: -93.331667), Route carried "on" structure: City street 105, Year Built: 2003, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 4,850 (year 2005), Design Load: HS 25, Features Intersected: TH 100, Facility Carried by Structure: France Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 28.4m (93.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.1 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 27511, Location: 0.5 MI E OF JCT CSAH 152 (Lat: 45.059217, Lng: -93.313639), Route carried "on" structure: County highway 10, Year Built: 1962, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 8,925 (year 2005), Design Load: HS 20, Features Intersected: SHINGLE CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 27512, Location: 0.5 MI E OF JCT CSAH 152 (Lat: 45.059008, Lng: -93.315175), Route carried "on" structure: County highway 10, Year Built: 1962, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 8,925 (year 2005), 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: 15.5m (50.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 27581, Location: 0.15 MI W OF SHINGLE PKW (Lat: 45.072883, Lng: -93.310947), Route carried "on" structure: City street 121, Year Built: 1974, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 5,300 (year 2005), Design Load: HS 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: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.5m (83.7ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $500,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27622, Location: 0.1 MI E OF XERXES AVE (Lat: 45.077689, Lng: -93.314897), Route carried "on" structure: City street 109, Year Built: 1980, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 4,750 (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: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.2m (102.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $8,000, Total Project Cost: $95,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 27623, Location: 0.1 MI E OF XERXES AVE (Lat: 45.077525, Lng: -93.314817), Route carried "on" structure: City street 109, Year Built: 1980, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 4,750 (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: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.2m (102.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $8,000, Total Project Cost: $95,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 27734, Location: AT THE JCT TH 694 & 94 (Lat: 45.069517, Lng: -93.289053), Route carried "on" structure: Interstate 694, Year Built: 1980, Year Reconstructed: 1988, Status: Open, Structure Length: 10.22m (33.53ft), Average Daily Traffic: 49,500 (year 2004), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: I 94 WB 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), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 22.2m (72.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.20m (33.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $2,414,000, Roadway Improvement Cost: $30,000, Total Project Cost: $457,000 ( 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: 27801, Location: AT THE E CO LINE (Lat: 45.069222, Lng: -93.282486), Route carried "on" structure: Interstate 694, Year Built: 1988, Status: Open, Structure Length: 23.66m (77.62ft), Average Daily Traffic: 71,000 (year 2004), Truck Traffic: 5%, 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: 24.4m (80.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 24.9m (81.7ft), Out-to-Out Width: 25.8m (84.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 75.1 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: 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, 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: 27805, Location: 0.3 MI S OF JCT TH 694 (Lat: 45.069692, Lng: -93.286069), Route carried "on" structure: Interstate 94, Year Built: 1964, Status: Open, Structure Length: 7.23m (23.72ft), Average Daily Traffic: 26,500 (year 2004), Truck Traffic: 11%, Design Load: HS 20, Features Intersected: TH 252 SB 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: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 27806, Location: 0.8 MI S OF JCT TH 694 (Lat: 45.058408, Lng: -93.287331), Route carried "on" structure: City street 103, Year Built: 1979, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 2,150 (year 2005), Design Load: HS 20, Features Intersected: I 94, Facility Carried by Structure: 57th Ave Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,527,000, Roadway Improvement Cost: $35,000, Total Project Cost: $529,000 ( 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: 2789, Location: AT THE JCT TH 252 & 694 (Lat: 45.070772, Lng: -93.286878), Route carried "on" structure: Ramp Interstate 694, Year Built: 1988, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 5,000 (year 1994), Design Load: HS 20, Features Intersected: TH 252 SB 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: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) 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: 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: May 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: 27891, Location: AT THE JCT TH 252 & 694 (Lat: 45.069517, Lng: -93.289053), Route carried "on" structure: Interstate 694, Year Built: 1980, Year Reconstructed: 1988, Status: Open, Structure Length: 5.20m (17.06ft), Average Daily Traffic: 142,000 (year 2004), Truck Traffic: 5%, Design Load: HS 20, Features Intersected: TH 252 & SB off ramp Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 46.0m (150.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 45.2m (148.3ft), Out-to-Out Width: 47.0m (154.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $2,867,000, Roadway Improvement Cost: $26,000, Total Project Cost: $390,000 ( 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: 27904, Location: 0.6 MI W OF JCT TH 100 (Lat: 45.072489, Lng: -93.311119), Route carried "on" structure: Ramp Interstate 94, Year Built: 1980, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 5,400 (year 1994), Design Load: HS 20+Mod, Features Intersected: Shingle Creek 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: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.6m (90.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.9 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, 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, 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: 27909, Location: 0.6 MI W OF JCT TH 100 (Lat: 45.071994, Lng: -93.311117), Route carried "on" structure: Interstate 94, Year Built: 1980, Year Reconstructed: 1989, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 60,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20+Mod, Features Intersected: Shingle Creek 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: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.4m (24.3ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $691,000, Roadway Improvement Cost: $15,000, Total Project Cost: $225,000 ( 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: 2791, Location: 0.4 MI W OF JCT TH 100 (Lat: 45.071072, Lng: -93.306900), Route carried "on" structure: City street 109, Year Built: 1979, Status: Open, Structure Length: 9.99m (32.78ft), Average Daily Traffic: 20,200 (year 2005), Design Load: HS 20, Features Intersected: I 94 & I 694 EB, Facility Carried by Structure: Shingle Creek Pkwy Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 44.7m (146.7ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 28.1m (92.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: May 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: 27913, Location: 0.1 MI W OF JCT TH 100 (Lat: 45.069872, Lng: -93.299817), Route carried "on" structure: Ramp State highway 100, Year Built: 1980, Status: Open, Structure Length: 16.61m (54.49ft), Average Daily Traffic: 5,250 (year 1996), Design Load: HS 20, Features Intersected: I 94, I694 EB & ramps Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 14, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: May 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: 27914, Location: 0.1 MI W OF JCT TH 100 (Lat: 45.068864, Lng: -93.299633), Route carried "on" structure: Ramp State highway 100, Year Built: 1980, Status: Open, Structure Length: 30.51m (100.10ft), Average Daily Traffic: 5,250 (year 1996), Design Load: HS 20, Features Intersected: I 94, 694 EB, TH100&rmps Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 18, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 91.4 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: Equal to 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: May 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: 27923, Location: 1.7 MI W OF JCT TH 100 (Lat: 45.075967, Lng: -93.332456), Route carried "on" structure: Interstate 94, Year Built: 1965, Status: Open, Structure Length: 7.14m (23.43ft), Average Daily Traffic: 52,500 (year 2004), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: Brooklyn Blvd Co. 152 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: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.4m (60.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 27924, Location: 1.7 MI W OF JCT TH 100 (Lat: 45.075750, Lng: -93.332611), Route carried "on" structure: Interstate 94, Year Built: 1964, Status: Open, Structure Length: 7.14m (23.43ft), Average Daily Traffic: 52,500 (year 2004), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: Brooklyn Blvd Co. 152 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: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.4m (60.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 27925, Location: 0.6 MI W OF JCT TH 100 (Lat: 45.071147, Lng: -93.307189), Route carried "on" structure: Interstate 94, Year Built: 1964, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 60,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20+Mod, Features Intersected: Shingle Creek 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: 21.6m (70.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.4m (24.3ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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, 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, 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: 27926, Location: 0.6 MI W OF JCT TH 100 (Lat: 45.070869, Lng: -93.307014), Route carried "on" structure: Interstate 694, Year Built: 1964, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 48,500 (year 2004), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: Shingle Creek 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: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.4m (24.3ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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, 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, 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: 27929, Location: 0.3 MI E OF JCT TH 100 (Lat: 45.069492, Lng: -93.293969), Route carried "on" structure: City street 107, Year Built: 1980, Status: Open, Structure Length: 16.47m (54.04ft), Average Daily Traffic: 4,300 (year 2005), Design Load: HS 20, Features Intersected: I 94, I 694 & ramp, Facility Carried by Structure: Dupont Ave Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 51.3m (168.3ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 2796, Location: 0.2 MI W OF JCT TH 100 (Lat: 45.069564, Lng: -93.300222), Route carried "on" structure: Ramp Interstate 694, Year Built: 1980, Status: Open, Structure Length: 9.50m (31.17ft), Average Daily Traffic: 5,200 (year 1994), Design Load: HS 20+Mod, Features Intersected: I 94 EB 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: 5.5m (18.0ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27962, Location: AT THE JCT TH 100 & 94 (Lat: 45.068872, Lng: -93.300208), Route carried "on" structure: State highway 100, Year Built: 1980, Status: Open, Structure Length: 24.44m (80.18ft), Average Daily Traffic: 22,500 (year 2004), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: I 94, I 694 EB & ramp Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 59.0m (193.6ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 81.6 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 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: 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: 27964, Location: 1.0 MI W OF JCT TH 100 (Lat: 45.074075, Lng: -93.318725), Route carried "on" structure: City street 110, Year Built: 1989, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 5,100 (year 2005), Design Load: HS 20, Features Intersected: I 94, Facility Carried by Structure: Xerxes Ave N 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: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.7m (110.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 86.5 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: 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: May 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: 27982, Location: AT THE JCT TH 100 & 94 (Lat: 45.069447, Lng: -93.299781), Route carried "on" structure: State highway 100, Year Built: 1980, Status: Open, Structure Length: 10.18m (33.40ft), Average Daily Traffic: 22,500 (year 2004), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: I 94 EB & EB on ramp 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: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 49.1m (161.1ft), 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: 99.8 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.20m (33.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,462,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27A33, Location: 1.1 MI E OF BROOKLYN BLV (Lat: 45.077528, Lng: -93.314772), Route carried "on" structure: City street 125, Year Built: 1996, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 8,200 (year 2005), Design Load: HS 25, 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: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $248,000, Roadway Improvement Cost: $5,000, Total Project Cost: $55,000 ( 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: 27A74, Location: The Jct TH 100 & France (Lat: 45.041389, Lng: -93.333333), Route carried "on" structure: City street 100, Year Built: 2003, Status: Open, Structure Length: 21.99m (72.15ft), Average Daily Traffic: 1,000 (year 2003), Features Intersected: DNR WETLAND, Facility Carried by Structure: LILAC DRIVE N. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 27.5m (90.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27R08, Location: AT THE JCT TH100 & FRANCE (Lat: 45.044167, Lng: -93.333333), Route carried "on" structure: Ramp State highway 100, Year Built: 2003, Status: Open, Structure Length: 20.35m (66.77ft), Average Daily Traffic: 1,000 (year 2003), Design Load: HS 25, Features Intersected: DNR Wetland France Ave Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.40m (66.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $2,163,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 90464, Location: 0.1 MI S OF JCT CSAH 10 (Lat: 45.058294, Lng: -93.338467), Route carried "on" structure: City street 298, Year Built: 1926, Status: Open, Structure Length: 0.34m (1.12ft), Average Daily Traffic: 450 (year 1989), Features Intersected: DITCH, Facility Carried by Structure: 58TH PLACE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 29.4 metric tons, Inventory Rating: 19.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 91131, Location: 0.6 MI W OF JCT CSAH 152 (Lat: 45.059672, Lng: -93.339750), Route carried "on" structure: County highway 10, Year Built: 1967, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,200 (year 2005), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: TWIN LAKE NORTH INLET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 59.3 metric tons, Inventory Rating: 35.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $15,000, Total Project Cost: $50,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9321, Location: AT E CO LINE (Lat: 45.069536, Lng: -93.282458), Route carried "on" structure: Interstate 694, Year Built: 1963, Status: Open, Structure Length: 23.66m (77.62ft), Average Daily Traffic: 71,000 (year 2004), Truck Traffic: 5%, Design Load: HS 20+Mod, Features Intersected: WB/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: 21.3m (69.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.8m (74.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: 94161, Location: 30' N OF CSAH 10 (Lat: 45.060000, Lng: -93.313333), Route carried "on" structure: City street 109, Year Built: 1969, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 1 (year 1989), Design Load: Pedestrian, Features Intersected: SHINGLE CREEK, Facility Carried by Structure: PEDESTRIAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Owner: City or Municipal Highway Agency, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Out-to-Out Width: 2.4m (7.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Waterway Adequacy: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Wood or Timber Find on map >>
Structure Number: 27038, Location: 1.8 MI SW OF JCT TH 694 (Lat: 45.051667, Lng: -93.321667), Route carried "under" structure: State highway 100, Year Built: 1963, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 46,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100, Facility Carried by Structure: Brooklyn Blvd Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.4m (96.5ft) Find on map >>
Structure Number: 27038A, Location: South side BR 27038 (Lat: 45.051667, Lng: -93.321667), Route carried "under" structure: State highway 100, Year Built: 1976, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 46,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100, Facility Carried by Structure: PED Brooklyn Blvd Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.1m (105.3ft) Find on map >>
Structure Number: 27038B, Location: North side BR 27038 (Lat: 45.051667, Lng: -93.321667), Route carried "under" structure: State highway 100, Year Built: 1976, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 46,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100, Facility Carried by Structure: PED Brooklyn Blvd Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.1m (105.3ft) Find on map >>
Structure Number: 27041, Location: 0.9 MI SW OF JCT TH 694 (Lat: 45.058333, Lng: -93.308333), Route carried "under" structure: State highway 100, Year Built: 1967, Structure Length: 7.43m (24.38ft), Average Daily Traffic: 45,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100, Facility Carried by Structure: Bass Lake Rd Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.1m (72.5ft) Find on map >>
Structure Number: 27042, Location: 0.8 MI SW OF JCT TH 694 (Lat: 45.060347, Lng: -93.306981), Route carried "under" structure: State highway 100, Year Built: 1970, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 45,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100 & off ramp, Facility Carried by Structure: John Martin Dr Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 27042, Location: 0.8 MI SW OF JCT TH 694 (Lat: 45.060347, Lng: -93.306981), Route carried "under" structure: Ramp State highway 100, Year Built: 1970, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 3,000 (year 1994), Features Intersected: TH 100 & off ramp, Facility Carried by Structure: John Martin Dr Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 2728, Location: AT THE JCT TH 100 &FRANCE (Lat: 45.041667, Lng: -93.331667), Route carried "under" structure: State highway 100, Year Built: 2003, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 46,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100, Facility Carried by Structure: France Avenue Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft) Find on map >>
Structure Number: 27281, Location: 2.3 MI SW OF JCT TH 694 (Lat: 45.045000, Lng: -93.326667), Route carried "under" structure: State highway 100, Year Built: 2002, Structure Length: 7.57m (24.84ft), Average Daily Traffic: 46,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100, Facility Carried by Structure: CP RAILROAD Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.0m (72.2ft) Find on map >>
Structure Number: 27281, Location: 2.3 MI SW OF JCT TH 694 (Lat: 45.045000, Lng: -93.326667), Route carried "under" structure: Ramp State highway 100, Year Built: 2002, Structure Length: 7.57m (24.84ft), Average Daily Traffic: 1,000 (year 2003), Features Intersected: TH 100, Facility Carried by Structure: CP RAILROAD Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.0m (72.2ft) Find on map >>
Structure Number: 27281, Location: 2.3 MI SW OF JCT TH 694 (Lat: 45.045000, Lng: -93.326667), Route carried "under" structure: Ramp State highway 100, Year Built: 2002, Structure Length: 7.57m (24.84ft), Average Daily Traffic: 1,000 (year 2003), Features Intersected: TH 100, Facility Carried by Structure: CP RAILROAD Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.0m (72.2ft) Find on map >>
Structure Number: 27615, Location: 0.6 MI SW OF JCT TH 694 (Lat: 45.060000, Lng: -93.305000), Route carried "under" structure: State highway 100, Year Built: 1980, Structure Length: 18.95m (62.17ft), Average Daily Traffic: 45,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100 & SB off ramp, Facility Carried by Structure: PED at 59th Ave N Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.9m (124.3ft) Find on map >>
Structure Number: 27615, Location: 0.6 MI SW OF JCT TH 694 (Lat: 45.060000, Lng: -93.305000), Route carried "under" structure: Ramp State highway 100, Year Built: 1980, Structure Length: 18.95m (62.17ft), Average Daily Traffic: 2,500 (year 1994), Features Intersected: TH 100 & SB off ramp, Facility Carried by Structure: PED at 59th Ave N Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.9m (124.3ft) Find on map >>
Structure Number: 27649, Location: 1.2 MI SW OF JCT TH 694 (Lat: 45.056667, Lng: -93.311667), Route carried "under" structure: State highway 100, Year Built: 1983, Structure Length: 19.74m (64.76ft), Average Daily Traffic: 45,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100, Facility Carried by Structure: PEDESTRIAN Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 27734, Location: AT THE JCT TH 694 & 94 (Lat: 45.069517, Lng: -93.289053), Route carried "under" structure: Interstate 94, Year Built: 1980, Structure Length: 10.22m (33.53ft), Average Daily Traffic: 26,500 (year 2004), Truck Traffic: 11%, Features Intersected: I 94 WB Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 27805, Location: 0.3 MI S OF JCT TH 694 (Lat: 45.069692, Lng: -93.286069), Route carried "under" structure: State highway 252, Year Built: 1964, Structure Length: 7.23m (23.72ft), Average Daily Traffic: 35,500 (year 2004), Truck Traffic: 3%, Features Intersected: TH 252 SB, Facility Carried by Structure: I 94 WB Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 27806, Location: 0.8 MI S OF JCT TH 694 (Lat: 45.058408, Lng: -93.287331), Route carried "under" structure: Interstate 94, Year Built: 1979, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 122,000 (year 2004), Truck Traffic: 3%, Features Intersected: I 94, Facility Carried by Structure: 57th Ave Minimum Vertical Clearance: 5.88m (19.29ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft) Find on map >>
Structure Number: 27864, Location: 0.5 MI W OF JCT TH 100 (Lat: 45.071667, Lng: -93.308333), Route carried "under" structure: Interstate 94, Year Built: 1980, Structure Length: 17.56m (57.61ft), Average Daily Traffic: 60,000 (year 2004), Truck Traffic: 7%, Features Intersected: I 94 & I 694, Facility Carried by Structure: PED @ Shingle Crk Minimum Vertical Clearance: 5.85m (19.19ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.8m (133.9ft) Find on map >>
Structure Number: 27864, Location: 0.5 MI W OF JCT TH 100 (Lat: 45.071667, Lng: -93.308333), Route carried "under" structure: Interstate 94, Year Built: 1980, Structure Length: 17.56m (57.61ft), Average Daily Traffic: 60,000 (year 2004), Truck Traffic: 7%, Features Intersected: I 94 & I 694, Facility Carried by Structure: PED @ Shingle Crk Minimum Vertical Clearance: 5.91m (19.39ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.8m (133.9ft) Find on map >>
Structure Number: 27864, Location: 0.5 MI W OF JCT TH 100 (Lat: 45.071667, Lng: -93.308333), Route carried "under" structure: Interstate 694, Year Built: 1980, Structure Length: 17.56m (57.61ft), Average Daily Traffic: 48,500 (year 2004), Truck Traffic: 3%, Features Intersected: I 94 & I 694, Facility Carried by Structure: PED @ Shingle Crk Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.8m (133.9ft) Discuss this city on our hugely popular Minnesota forum Back to: Brooklyn Center, MN, Minnesota, All US cities.
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