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Bridge Statistics for Edina, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Edina, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 88 Total length: 586 meters (1,923ft) Total costs: $9,162,000 Total average daily traffic: 2,797,760 Total average daily truck traffic: 81,309 National Bridge Inventory (NBI) Registered Bridges for Edina
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 27029, Location: 2.3 MI S OF JCT TH 7 (Lat: 44.910050, Lng: -93.350844), Route carried "on" structure: City street 163, Year Built: 1970, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 8,600 (year 2005), Design Load: HS 20, Features Intersected: TH 100 & ramps, Facility Carried by Structure: Eden 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: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.9m (104.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27079, Location: AT JCT OF TH 169,212 & 62 (Lat: 44.890994, Lng: -93.399567), Route carried "on" structure: US 169, Year Built: 1968, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 43,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: US 212 & TH 62 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.80m (32.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,392,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 2708, Location: AT JCT OF TH 169,212 & 62 (Lat: 44.890361, Lng: -93.399225), Route carried "on" structure: US 169, Year Built: 1968, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 43,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: US 212 & TH 62 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.80m (32.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,392,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27082, Location: 1.7 MI W OF JCT TH 100 (Lat: 44.889633, Lng: -93.387033), Route carried "on" structure: County highway 158, Year Built: 1966, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 8,900 (year 2005), Design Load: HS 20, Features Intersected: TH 62, Facility Carried by Structure: Gleason Road 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: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27083, Location: 0.8 MI W OF JCT TH 100 (Lat: 44.887272, Lng: -93.369044), Route carried "on" structure: City street 152, Year Built: 1965, Status: Open, Structure Length: 6.59m (21.62ft), Average Daily Traffic: 9,000 (year 2005), Design Load: HS 20, Features Intersected: TH 62, Facility Carried by Structure: Tracy 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: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 78.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,115,000, Roadway Improvement Cost: $30,000, Total Project Cost: $463,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27084, Location: 0.4 MI W OF JCT TH 100 (Lat: 44.889750, Lng: -93.358456), Route carried "on" structure: City street 264, Year Built: 1965, Status: Open, Structure Length: 5.60m (18.37ft), Average Daily Traffic: 200 (year 1972), Design Load: HS 20, Features Intersected: TH 62, Facility Carried by Structure: Wyman Ave Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27102, Location: 2.2 MI S OF JCT TH 7 (Lat: 44.912539, Lng: -93.350467), Route carried "on" structure: County highway 158, Year Built: 1970, Status: Open, Structure Length: 5.65m (18.54ft), Average Daily Traffic: 20,200 (year 2005), Design Load: HS 20, Features Intersected: TH 100, Facility Carried by Structure: 50th St W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 22.9m (75.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.7 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: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,383,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,345,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27103, Location: 1.8 MI S OF JCT TH 7 (Lat: 44.916097, Lng: -93.349944), Route carried "on" structure: State highway 100, Year Built: 1970, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 102,000 (year 2004), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: MINNEHAHA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 32.1m (105.3ft), Out-to-Out Width: 35.2m (115.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27104, Location: 1.7 MI S OF JCT TH 7 (Lat: 44.918739, Lng: -93.349872), Route carried "on" structure: State highway 100, Year Built: 1970, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 102,000 (year 2004), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: 44th St Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 33.3m (109.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27128, Location: 0.6 MI W OF JCT TH 100 (Lat: 44.888667, Lng: -93.362150), Route carried "on" structure: State highway 62, Year Built: 1998, Status: Open, Structure Length: 4.68m (15.35ft), Average Daily Traffic: 99,000 (year 2004), Truck Traffic: 3%, Design Load: HS 25, Features Intersected: CP RAIL 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: 32.6m (107.0ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 32.2m (105.6ft), Out-to-Out Width: 33.7m (110.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2721, Location: 0.2 MI N OF JCT TH 494 (Lat: 44.864142, Lng: -93.350319), Route carried "on" structure: City street 136, Year Built: 1974, Status: Open, Structure Length: 8.51m (27.92ft), Average Daily Traffic: 12,500 (year 2005), Design Load: HS 20, Features Intersected: TH 100, Facility Carried by Structure: W 77th St Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.5m (90.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 22.9m (75.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 27541, Location: 0.3 MI NE OF TRACY AVE (Lat: 44.889539, Lng: -93.362108), Route carried "on" structure: City street 151, Year Built: 1967, Status: Open, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 1,550 (year 2005), Design Load: HS 20, Features Intersected: CP RAIL 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27556, Location: 0.6 MI W OF JCT TH 100 (Lat: 44.897050, Lng: -93.361744), Route carried "on" structure: City street 146, Year Built: 1968, Status: Open, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 3,450 (year 2005), Design Load: H 20, Features Intersected: CP RAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27566, Location: 0.7 MI N OF JCT TH 62 (Lat: 44.898919, Lng: -93.401142), Route carried "on" structure: City street 161, Year Built: 1975, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 7,500 (year 2005), Design Load: HS 20, Features Intersected: US 169, Facility Carried by Structure: Londonerry 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: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.4m (86.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $1,142,000, Roadway Improvement Cost: $86,000, Total Project Cost: $1,299,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27567, Location: 1.7 MI N OF JCT TH 62 (Lat: 44.913428, Lng: -93.400964), Route carried "on" structure: City street 849, Year Built: 1976, Status: Open, Structure Length: 5.41m (17.75ft), Average Daily Traffic: 4,950 (year 2001), Design Load: HS 20, Features Intersected: US 169, Facility Carried by Structure: 7th St S 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: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 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: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $1,132,000, Roadway Improvement Cost: $86,000, Total Project Cost: $1,293,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27568, Location: 1.2 MI N OF JCT TH 62 (Lat: 44.904864, Lng: -93.401156), Route carried "on" structure: US 169, Year Built: 1974, Status: Open, Structure Length: 89.70m (294.29ft), Average Daily Traffic: 83,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: Nine Mile 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: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 49, Length of Maximum Span: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 24.9m (81.7ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27589, Location: 1.1 MI S OF JCT TH 62 (Lat: 44.873106, Lng: -93.396422), Route carried "on" structure: City street 175, Year Built: 1976, Status: Open, Structure Length: 5.93m (19.46ft), Average Daily Traffic: 8,100 (year 2005), Design Load: HS 20, Features Intersected: US 169, Facility Carried by Structure: Valley View Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27652, Location: 0.4 MI W OF JCT TH 100 (Lat: 44.868325, Lng: -93.351767), Route carried "on" structure: City street 823, Year Built: 1981, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 6,000 (year 1991), Design Load: HS 20, Features Intersected: N Branch Nine Mile Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 49.0 metric tons, Inventory Rating: 40.8 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: August 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 27668, Location: 0.1 MI W OF JCT TH 100 (Lat: 44.918736, Lng: -93.351658), Route carried "on" structure: City street 140, Year Built: 1985, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 3,700 (year 2005), Design Load: HS 20, Features Intersected: MINNEHAHA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27683, Location: 0.1 MI E OF JCT CSAH 17 (Lat: 44.865000, Lng: -93.331667), Route carried "on" structure: City street 136, Year Built: 1989, Status: Open, Structure Length: 3.52m (11.55ft), Average Daily Traffic: 9,500 (year 2005), Design Load: HS 20, Features Intersected: CENTENNIAL L 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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.7m (54.8ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $437,000, 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: 27683A, Location: 0.1 MI E OF JCT CSAH 17 (Lat: 44.865000, Lng: -93.331667), Route carried "on" structure: City street 136, Year Built: 1989, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 9,500 (year 2005), Design Load: HS 20, Features Intersected: CENTENNIAL L 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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.8m (48.6ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.1 metric tons, Inventory Rating: 33.6 metric tons, Structural Evaluation: Better than present minimum 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: August 2007, Bridge Improvement Cost: $391,000, Roadway Improvement Cost: $10,000, Total Project Cost: $150,000 ( 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: 27A28A, Location: 0.1 MI E OF CSAH 17 (Lat: 44.866667, Lng: -93.325000), Route carried "on" structure: City street 174, Year Built: 1995, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 3,850 (year 2005), Design Load: HS 25, Features Intersected: CENTENNIAL LK 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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.7m (41.7ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: August 2007, Bridge Improvement Cost: $391,000, Total Project Cost: $286,000 ( 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: 27A28B, Location: 0.1 MI E OF CSAH 17 (Lat: 44.866667, Lng: -93.325000), Route carried "on" structure: City street 174, Year Built: 1995, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 3,850 (year 2005), Design Load: HS 25, Features Intersected: CENTENNIAL LK 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: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.7m (41.7ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $452,000, Total Project Cost: $330,000 ( 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: 451, Location: 0.1 MI E OF JCT CSAH 20 (Lat: 44.913319, Lng: -93.353561), Route carried "on" structure: County highway 158, Year Built: 1927, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 20,700 (year 2005), Features Intersected: CP RAIL 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: 21 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $683,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 4572, Location: 0.6 MI W OF JCT TH 100 (Lat: 44.862569, Lng: -93.362486), Route carried "on" structure: City street 160, Year Built: 1926, Status: Open, Structure Length: 2.11m (6.92ft), Average Daily Traffic: 12,800 (year 2005), Design Load: HS 20, Features Intersected: CP RAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $75,000, Total Project Cost: $475,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 7263, Location: 1.1 MI E OF JCT TH 100 (Lat: 44.886942, Lng: -93.328975), Route carried "on" structure: County highway 17, Year Built: 1962, Status: Open, Structure Length: 5.75m (18.86ft), Average Daily Traffic: 26,000 (year 2005), Design Load: HS 20, Features Intersected: TH 62, 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: 29.3m (96.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.5m (57.4ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 28.1m (92.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.7 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7264, Location: 0.7 MI E OF JCT TH 100 (Lat: 44.887025, Lng: -93.333825), Route carried "on" structure: State highway 62, Year Built: 1961, Year Reconstructed: 1980, Status: Open, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 45,000 (year 2004), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: VALLEY VIEW RD 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: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $765,000, Roadway Improvement Cost: $46,000, Total Project Cost: $703,000 ( 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: 7265, Location: 0.7 MI E OF JCT TH 100 (Lat: 44.886850, Lng: -93.333586), Route carried "on" structure: State highway 62, Year Built: 1962, Year Reconstructed: 1980, Status: Open, Structure Length: 4.70m (15.42ft), Average Daily Traffic: 45,000 (year 2004), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: VALLEY VIEW RD 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: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 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: Better than present minimum criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $641,000, Roadway Improvement Cost: $47,000, Total Project Cost: $712,000 ( 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: 9064, Location: 0.2 MI W OF JCT TH 121 (Lat: 44.905397, Lng: -93.334144), Route carried "on" structure: City street 142, Year Built: 1935, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,550 (year 2005), Features Intersected: MINNEHAHA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 15.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $40,000, Total Project Cost: $400,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 90643, Location: 0.4 MI E OF JCT TH 100 (Lat: 44.912000, Lng: -93.341861), Route carried "on" structure: City street 141, Year Built: 1926, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 24,600 (year 2005), Features Intersected: MINNEHAHA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 29.4 metric tons, Inventory Rating: 19.6 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 90646, Location: 0.5 MI E OF JCT TH 100 (Lat: 44.911767, Lng: -93.339150), Route carried "on" structure: City street 150, Year Built: 1936, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,300 (year 2005), Features Intersected: MINNEHAHA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $50,000, Total Project Cost: $250,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 91233, Location: 0.1 MI W OF JCT TH 100 (Lat: 44.863333, Lng: -93.350278), Route carried "on" structure: State highway 100, Year Built: 1972, Status: Open, Structure Length: 0.56m (1.84ft), Average Daily Traffic: 13,700 (year 1995), Features Intersected: Nine Mile Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.6m (8.5ft) Condition: Channel: Fair, 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: August 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 91234, Location: AT THE JCT W 77TH ST (Lat: 44.864142, Lng: -93.350319), Route carried "on" structure: Ramp State highway 100, Year Built: 1972, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 6,300 (year 1994), Design Load: HS 20, Features Intersected: Nine Mile 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: 6.1m (20.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Satisfactory, 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: August 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 92093, Location: 0.2 MI W OF JCT CSAH 17 (Lat: 44.901297, Lng: -93.331900), Route carried "on" structure: City street 183, Year Built: 1954, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 600 (year 1993), Features Intersected: MINNEHAHA 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 92158, Location: 0.5 MI W OF JCT TH 100 (Lat: 44.875733, Lng: -93.360475), Route carried "on" structure: City street 145, Year Built: 1965, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 10,100 (year 2005), Design Load: HS 20, Features Intersected: CP RAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft) Condition: Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 37.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 92159, Location: 0.1 MI NE OF TRACY AVE (Lat: 44.885208, Lng: -93.367975), Route carried "on" structure: City street 151, Year Built: 1910, Status: Open, Structure Length: 0.35m (1.15ft), Average Daily Traffic: 3,130 (year 2005), Features Intersected: N Branch Nine Mile 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Meets minimum limits, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $30,000, Total Project Cost: $175,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 92313, Location: 1.0 MI N OF JCT TH 62 (Lat: 44.900772, Lng: -93.328992), Route carried "on" structure: County highway 17, Year Built: 1958, Status: Open, Structure Length: 0.51m (1.67ft), Average Daily Traffic: 16,100 (year 2005), Truck Traffic: 1%, Features Intersected: MINNEHAHA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.2m (0.7ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.2 metric tons, Inventory Rating: 26.1 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $20,000, Total Project Cost: $531,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 92643, Location: 0.4 MI E OF JCT TH 100 (Lat: 44.912642, Lng: -93.342061), Route carried "on" structure: City street 488, Year Built: 1902, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,000 (year 1993), Features Intersected: MINNEHAHA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $99,000, Roadway Improvement Cost: $50,000, Total Project Cost: $350,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 92717, Location: 0.3 MI N OF JCT TH 62 (Lat: 44.894461, Lng: -93.386539), Route carried "on" structure: County highway 158, Year Built: 1970, Status: Open, Structure Length: 0.52m (1.71ft), Average Daily Traffic: 8,900 (year 2005), Truck Traffic: 5%, Design Load: HS 20, Features Intersected: N Branch Nine Mile Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft) Condition: Channel: Fair, 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 93106, Location: 0.2 MI W OF JCT TH 100 (Lat: 44.875231, Lng: -93.355592), Route carried "on" structure: City street 145, Year Built: 1974, Status: Open, Structure Length: 0.39m (1.28ft), Average Daily Traffic: 10,100 (year 2005), Design Load: HS 20, Features Intersected: N Branch Nine Mile Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.0 metric tons, Inventory Rating: 40.8 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: August 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 93642, Location: 0.1 MI W OF JCT CSAH 158 (Lat: 44.895533, Lng: -93.387336), Route carried "on" structure: City street 161, Year Built: 1983, Status: Open, Structure Length: 0.35m (1.15ft), Average Daily Traffic: 4,700 (year 2005), Design Load: HS 20, Features Intersected: N Branch Nine Mile Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.5m (11.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 36.6 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 94175, Location: 0.2 MI N OF JCT TH 169 (Lat: 44.873333, Lng: -93.395000), Route carried "on" structure: City street 151, Year Built: 1989, Status: Open, Structure Length: 0.41m (1.35ft), Average Daily Traffic: 3,450 (year 2005), Design Load: HS 20, Features Intersected: 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal 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: August 2007, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $20,000, Total Project Cost: $100,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9431, Location: 0.9 MI S OF JCT TH 62 (Lat: 44.876333, Lng: -93.350353), Route carried "on" structure: State highway 100, Year Built: 1977, Status: Open, Structure Length: 5.86m (19.23ft), Average Daily Traffic: 66,000 (year 2004), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: W 70th St Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.3m (119.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.6m (93.8ft), Curb-To-Curb Width: 35.1m (115.2ft), Out-to-Out Width: 37.2m (122.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 9432, Location: 0.4 MI S OF JCT TH 62 (Lat: 44.883650, Lng: -93.350122), Route carried "on" structure: City street 144, Year Built: 1977, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 3,850 (year 2005), Design Load: HS 20, Features Intersected: TH 100, Facility Carried by Structure: W 66th St 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: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 95, Location: AT THE JCT OF TH 100 & 62 (Lat: 44.889850, Lng: -93.350231), Route carried "on" structure: State highway 100, Year Built: 1960, Status: Open, Structure Length: 6.36m (20.87ft), Average Daily Traffic: 97,000 (year 2004), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: TH 62 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.7m (127.0ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 38.0m (124.7ft), Out-to-Out Width: 40.2m (131.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 96213, Location: 0.7 MI N OF JCT TH 494 (Lat: 44.871667, Lng: -93.321667), Route carried "on" structure: County highway 31, Year Built: 1972, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 22,300 (year 2005), Truck Traffic: 1%, Design Load: HS 20, Features Intersected: PED WALKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Culverts: Good, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Better than present minimum 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: 9894, Location: 0.5 MI N OF JCT TH 62 (Lat: 44.908333, Lng: -93.350000), Route carried "on" structure: City street 146, Year Built: 1974, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 3,200 (year 2005), Design Load: HS 20, Features Intersected: TH 100, Facility Carried by Structure: Benton 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: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 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: 15.8m (51.8ft), Out-to-Out Width: 21.4m (70.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: L4368, Location: 0.6 MI N OF JCT 77TH ST (Lat: 44.868333, Lng: -93.350000), Route carried "on" structure: City street 172, Year Built: 1975, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 6,700 (year 2005), Design Load: HS 20, Features Intersected: N BRANCH NINE MILE CRK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.7m (18.7ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 36.6 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: August 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: L5961, Location: 0.1 MI E OF JCT CSAH 158 (Lat: 44.911639, Lng: -93.353564), Route carried "on" structure: City street 316, Year Built: 1967, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 1,300 (year 1991), Design Load: HS 20, Features Intersected: CP RAIL 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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Discuss this city on our hugely popular Minnesota forum Back to: Edina, MN, Minnesota, All US cities.
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