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Bridge Statistics for Wayzata, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Wayzata, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 164 meters (538ft) Total costs: $57,000 Total average daily traffic: 386,216 Total average daily truck traffic: 14,828 National Bridge Inventory (NBI) Registered Bridges for Wayzata
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 27009, Location: 1.6 MI W OF JCT TH 494 (Lat: 44.971636, Lng: -93.493306), Route carried "on" structure: US 12, Year Built: 1970, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 55,000 (year 2004), Truck Traffic: 4%, Design Load: HS 20, Features Intersected: CSAH 15 & Ramp Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.1m (95.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 35.8m (117.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27129, Location: 3.6 MI W OF JCT TH 494 (Lat: 44.976522, Lng: -93.527378), Route carried "on" structure: Ramp US 12, Year Built: 1972, Status: Open, Structure Length: 9.31m (30.54ft), Average Daily Traffic: 12,700 (year 2002), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: US 12, Facility Carried by Structure: CSAH 15 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: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.2m (102.4ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 2713, Location: 3.4 MI W OF JCT TH 494 (Lat: 44.975889, Lng: -93.527686), Route carried "on" structure: City street 106, Year Built: 1972, Status: Open, Structure Length: 13.40m (43.96ft), Average Daily Traffic: 4,800 (year 1996), Design Load: HS 20, Features Intersected: US 12 & WB off ramp, Facility Carried by Structure: Wayzata Blvd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: 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: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27131, Location: 3.1 MI W OF JCT TH 494 (Lat: 44.978042, Lng: -93.522542), Route carried "on" structure: City street 56, Year Built: 1970, Status: Open, Structure Length: 7.43m (24.38ft), Average Daily Traffic: 3,000 (year 1978), Design Load: HS 20, Features Intersected: US 12, Facility Carried by Structure: Ferndale Rd 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.5m (126.3ft), 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: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: 27132, Location: 2.4 MI W OF JCT TH 494 (Lat: 44.975797, Lng: -93.508686), Route carried "on" structure: City street 42, Year Built: 1970, Status: Open, Structure Length: 7.57m (24.84ft), Average Daily Traffic: 8,000 (year 1974), Design Load: HS 20, Features Intersected: US 12, Facility Carried by Structure: Broadway 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: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), 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: 56.5 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: 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: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27133, Location: 2.1 MI W OF JCT TH 494 (Lat: 44.975867, Lng: -93.502103), Route carried "on" structure: County highway 101, Year Built: 1970, Status: Open, Structure Length: 8.65m (28.38ft), Average Daily Traffic: 16,500 (year 2005), Design Load: HS 20, Features Intersected: US 12, Facility Carried by Structure: Central 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: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.6m (126.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 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: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27565, Location: 0.3 MI S OF JCT TH 12 (Lat: 44.971531, Lng: -93.531628), Route carried "on" structure: County highway 15, Year Built: 1973, Status: Open, Structure Length: 10.47m (34.35ft), Average Daily Traffic: 22,100 (year 2005), Design Load: HS 20, Features Intersected: BNSF & DAK RR & ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 55.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: 9914, Location: 0.4 MI S OF JCT TH 12 (Lat: 44.964814, Lng: -93.496219), Route carried "on" structure: County highway 101, Year Built: 1988, Status: Open, Structure Length: 3.53m (11.58ft), Average Daily Traffic: 12,650 (year 2005), Truck Traffic: 1%, Design Load: HS 20, Features Intersected: BNSF RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $417,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: L8855, Location: 0.8 MI E OF JCT CSAH 15 (Lat: 44.963889, Lng: -93.537328), Route carried "on" structure: City street 75, Year Built: 1916, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 390 (year 1986), Features Intersected: PEAVEY CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 41.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2008, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $5,000, Total Project Cost: $57,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 27009, Location: 1.6 MI W OF JCT TH 494 (Lat: 44.971636, Lng: -93.493306), Route carried "under" structure: Ramp US 12, Year Built: 1970, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 8,750 (year 1994), Features Intersected: CSAH 15 & Ramp Minimum Vertical Clearance: 5.55m (18.21ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.1m (95.5ft) Find on map >>
Structure Number: 27009, Location: 1.6 MI W OF JCT TH 494 (Lat: 44.971636, Lng: -93.493306), Route carried "under" structure: County highway 15, Year Built: 1970, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 7,850 (year 2005), Features Intersected: CSAH 15 & Ramp, Facility Carried by Structure: US 12 Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.1m (95.5ft) Find on map >>
Structure Number: 27129, Location: 3.6 MI W OF JCT TH 494 (Lat: 44.976522, Lng: -93.527378), Route carried "under" structure: US 12, Year Built: 1972, Structure Length: 9.31m (30.54ft), Average Daily Traffic: 21,000 (year 2004), Truck Traffic: 7%, Features Intersected: US 12, Facility Carried by Structure: CSAH 15 Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.2m (102.4ft) Find on map >>
Structure Number: 2713, Location: 3.4 MI W OF JCT TH 494 (Lat: 44.975889, Lng: -93.527686), Route carried "under" structure: US 12, Year Built: 1972, Structure Length: 13.40m (43.96ft), Average Daily Traffic: 21,000 (year 2004), Truck Traffic: 7%, Features Intersected: US 12 & WB off ramp, Facility Carried by Structure: Wayzata Blvd Minimum Vertical Clearance: 6.52m (21.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft) Find on map >>
Structure Number: 2713, Location: 3.4 MI W OF JCT TH 494 (Lat: 44.975889, Lng: -93.527686), Route carried "under" structure: Ramp US 12, Year Built: 1972, Structure Length: 13.40m (43.96ft), Average Daily Traffic: 12,700 (year 2002), Truck Traffic: 3%, Features Intersected: US 12 & WB off ramp, Facility Carried by Structure: Wayzata Blvd Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft) Find on map >>
Structure Number: 27131, Location: 3.1 MI W OF JCT TH 494 (Lat: 44.978042, Lng: -93.522542), Route carried "under" structure: US 12, Year Built: 1970, Structure Length: 7.43m (24.38ft), Average Daily Traffic: 44,000 (year 2004), Truck Traffic: 5%, Features Intersected: US 12, Facility Carried by Structure: Ferndale Rd Minimum Vertical Clearance: 6.89m (22.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.5m (126.3ft) Find on map >>
Structure Number: 27132, Location: 2.4 MI W OF JCT TH 494 (Lat: 44.975797, Lng: -93.508686), Route carried "under" structure: US 12, Year Built: 1970, Structure Length: 7.57m (24.84ft), Average Daily Traffic: 44,000 (year 2004), Truck Traffic: 5%, Features Intersected: US 12, Facility Carried by Structure: Broadway Ave Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft) Find on map >>
Structure Number: 27133, Location: 2.1 MI W OF JCT TH 494 (Lat: 44.975867, Lng: -93.502103), Route carried "under" structure: US 12, Year Built: 1970, Structure Length: 8.65m (28.38ft), Average Daily Traffic: 44,000 (year 2004), Truck Traffic: 5%, Features Intersected: US 12, Facility Carried by Structure: Central Ave Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.6m (126.6ft) Find on map >>
Structure Number: 27135, Location: 2.6 MI W OF JCT TH 494 (Lat: 44.976439, Lng: -93.511556), Route carried "under" structure: US 12, Year Built: 1970, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 44,000 (year 2004), Truck Traffic: 5%, Features Intersected: US 12 & Ridgeview Dr, Facility Carried by Structure: PED at Ridgeview Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.9m (124.3ft) Find on map >>
Structure Number: 27135, Location: 2.6 MI W OF JCT TH 494 (Lat: 44.976439, Lng: -93.511556), Route carried "under" structure: City street 73, Year Built: 1970, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 1 (year 1974), Features Intersected: US 12 & Ridgeview Dr, Facility Carried by Structure: PED at Ridgeview Minimum Vertical Clearance: 0.53m (1.74ft), 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: 27565, Location: 0.3 MI S OF JCT TH 12 (Lat: 44.971531, Lng: -93.531628), Route carried "under" structure: City street 91, Year Built: 1973, Structure Length: 10.47m (34.35ft), Average Daily Traffic: 3,775 (year 1993), Features Intersected: BNSF & DAK RR & ST, Facility Carried by Structure: CSAH 15 Minimum Vertical Clearance: 0.78m (2.56ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Discuss this city on our hugely popular Minnesota forum Back to: Wayzata, MN, Minnesota, All US cities.
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