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Bridge Statistics for Richfield, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Richfield, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 53 Total length: 418 meters (1,371ft) Total costs: $19,443,000 Total average daily traffic: 2,039,603 Total average daily truck traffic: 82,980 National Bridge Inventory (NBI) Registered Bridges for Richfield
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 27291, Location: 1.5 MI N OF JCT TH 494 (Lat: 44.883497, Lng: -93.246714), Route carried "on" structure: County highway 53, Year Built: 2005, Status: Open, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 10,600 (year 2005), Average Future Daily Traffic: 10,055 (year 2025), Design Load: HS 25, Features Intersected: TH 77 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.8m (81.4ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,066,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2793, Location: 0.1 MI S OF W JCT TH 62 (Lat: 44.888983, Lng: -93.295703), Route carried "on" structure: State highway 121, Year Built: 1964, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 6,000 (year 2004), Truck Traffic: 9%, Design Load: H 20, Features Intersected: I 35W SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.30m (33.79ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,277,000, Total Project Cost: $5,675,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27931, Location: 0.1 MI W OF W JCT TH 35W (Lat: 44.890267, Lng: -93.295653), Route carried "on" structure: State highway 62, Year Built: 1964, Status: Open, Structure Length: 5.96m (19.55ft), Average Daily Traffic: 100,000 (year 2004), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: TH 121 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State 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: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 69.6 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,277,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27932, Location: AT THE W JCT TH 62 & 35W (Lat: 44.890411, Lng: -93.288319), Route carried "on" structure: State highway 62, Year Built: 1964, Status: Open, Structure Length: 11.46m (37.60ft), Average Daily Traffic: 50,000 (year 2004), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: I 35W 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: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.50m (37.73ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,421,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 27933, Location: 0.3 MI E OF W JCT TH 62 (Lat: 44.890186, Lng: -93.288319), Route carried "on" structure: Interstate 35W, Year Built: 1964, Status: Open, Structure Length: 3.76m (12.34ft), Average Daily Traffic: 147,000 (year 2004), Truck Traffic: 4%, Design Load: HS 20+Mod, Features Intersected: Lyndale Ave Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 33.2m (108.9ft), Out-to-Out Width: 35.8m (117.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 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: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,911,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27934, Location: 0.6 MI E OF W JCT TH 62 (Lat: 44.890103, Lng: -93.283111), Route carried "on" structure: Interstate 35W, Year Built: 1965, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 156,000 (year 2004), Truck Traffic: 4%, Design Load: HS 20+Mod, Features Intersected: CP Rail 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: 34.1m (111.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 34.4m (112.9ft), Out-to-Out Width: 36.6m (120.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,913,000, Total Project Cost: $4,478,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27935, Location: 0.1 MI W OF E JCT TH 62 (Lat: 44.890397, Lng: -93.278089), Route carried "on" structure: Interstate 35W, Year Built: 1964, Status: Open, Structure Length: 4.59m (15.06ft), Average Daily Traffic: 78,000 (year 2004), Truck Traffic: 4%, Design Load: HS 20, Features Intersected: Nicollet Ave Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $877,000, Total Project Cost: $1,185,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27936, Location: 0.1 MI W OF E JCT TH 62 (Lat: 44.890100, Lng: -93.278092), Route carried "on" structure: Interstate 35W, Year Built: 1964, Status: Open, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 78,000 (year 2004), Truck Traffic: 4%, Design Load: HS 20, Features Intersected: Nicollet Ave Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $917,000, Total Project Cost: $1,452,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 27V11, Location: 0.5 MI S OF JCT TH 62 (Lat: 44.883333, Lng: -93.295000), Route carried "on" structure: Interstate 35W, Year Built: 1999, Status: Open, Structure Length: 3.91m (12.83ft), Average Daily Traffic: 103,000 (year 2004), Truck Traffic: 6%, Design Load: HS 25, Features Intersected: W 66th St Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 37.2m (122.0ft), Out-to-Out Width: 39.1m (128.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27V65, Location: 0.1 MI S OF W JCT MN 62 (Lat: 44.888889, Lng: -93.295556), Route carried "on" structure: State highway 121, Year Built: 2007, Status: Not yet open, Structure Length: 20.72m (67.98ft), Average Daily Traffic: 6,000 (year 2004), Truck Traffic: 9%, Features Intersected: FAI 35W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 40.8 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 20.70m (67.91ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Bridge Improvement Cost: $3,543,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 27V66, Location: 0.4 MI N JCT 66 ST W, Route carried "on" structure: Ramp Interstate 35W, Year Built: 2007, Status: Not yet open, Structure Length: 15.52m (50.92ft), Features Intersected: FAI 35W ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 40.8 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 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: 27V67, Location: 0.1 MI W OF W JCT FAI 35W (Lat: 44.890000, Lng: -93.295556), Route carried "on" structure: State highway 62, Year Built: 2007, Status: Not yet open, Structure Length: 4.54m (14.90ft), Features Intersected: MN 121 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 61.7 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Bridge Improvement Cost: $1,343,000, 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: 27V68, Location: AT THE W JCT 35W & 62 (Lat: 44.890278, Lng: -93.288056), Route carried "on" structure: State highway 62, Year Built: 2007, Status: Not yet open, Structure Length: 26.59m (87.24ft), Features Intersected: FAI 35W, MN 121, RAMP 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: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 72.5m (237.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 57.2 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 26.60m (87.27ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Bridge Improvement Cost: $7,054,000, 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: 27V69, Location: 0.1 MI W OF W JCT FAI 35W (Lat: 44.888889, Lng: -93.295556), Route carried "on" structure: Ramp State highway 121, Year Built: 2007, Status: Not yet open, Structure Length: 4.55m (14.93ft), Features Intersected: MN121 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 63.5 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Bridge Improvement Cost: $981,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 27V7, Location: 0.3 MI E OF W JCT 35W-62, Route carried "on" structure: State highway 62, Year Built: 2007, Status: Not yet open, Structure Length: 3.75m (12.30ft), Features Intersected: LYNDALE AVE SO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.2m (115.5ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 79.8 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 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: 27V71, Location: 0.3 MI E OF W JCT MN 62 (Lat: 44.890000, Lng: -93.288056), Route carried "on" structure: Interstate 35W, Year Built: 2007, Status: Not yet open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 147,000 (year 2004), Truck Traffic: 4%, Features Intersected: LYNDALE AVE SO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.2m (115.5ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 46.3m (151.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 79.8 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 27V72, Location: 0.3 MI E OF W JCT MN 62, Route carried "on" structure: State highway 62, Year Built: 2007, Status: Not yet open, Structure Length: 3.75m (12.30ft), Features Intersected: LYNDALE AVE SO
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: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.2m (115.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 78.0 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 27V73, Location: 0.3 MI E OF JCT 35W & 62, Route carried "on" structure: Ramp Interstate 35W, Year Built: 2007, Status: Not yet open, Structure Length: 12.79m (41.96ft), Average Daily Traffic: 1 (year ), Features Intersected: RAMP (62 EB TO LYNDALE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 40.8 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 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: 27V74A, Location: 0.6 MI E OF W JCT MN 62 (Lat: 44.890000, Lng: -93.283056), Route carried "on" structure: Interstate 35W, Year Built: 2007, Status: Not yet open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 156,000 (year 2004), Truck Traffic: 4%, Features Intersected: CP RAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 44.3m (145.3ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 44.3m (145.3ft), Out-to-Out Width: 46.2m (151.6ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 53.5 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 27V74B, Location: 0.6 MI E OF W JCT FAI 35W, Route carried "on" structure: State highway 62, Year Built: 2007, Status: Not yet open, Structure Length: 1.91m (6.27ft), Features Intersected: CP RAIL
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: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 53.5 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 27V74C, Location: 0.6 MI E OF W JCT FAI 35W, Route carried "on" structure: State highway 62, Year Built: 2007, Status: Not yet open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 1 (year ), 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: 23.5m (77.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 24.3m (79.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 53.5 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 27V78, Location: AT THE JCT W NICOLLET AVE, Route carried "on" structure: State highway 62, Year Built: 2007, Status: Not yet open, Structure Length: 2.76m (9.06ft), Features Intersected: NICOLLET AVE SO
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: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 61.7 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Bridge Improvement Cost: $780,000, 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: 7268, Location: 0.7 MI W OF JCT TH 35W (Lat: 44.890575, Lng: -93.308667), Route carried "on" structure: County highway 32, Year Built: 1962, Status: Open, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 14,700 (year 2005), Design Load: H 20, Features Intersected: TH 62 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: 15.2m (49.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 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: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $971,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,107,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 908, Location: 0.5 MI W OF JCT TH 77 (Lat: 44.862136, Lng: -93.257889), Route carried "on" structure: City street 115, Year Built: 1959, Status: Open, Structure Length: 5.66m (18.57ft), Average Daily Traffic: 12,100 (year 2005), Design Load: HS 20, Features Intersected: I 494, Facility Carried by Structure: 12th Ave S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 17.8m (58.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $774,000, Roadway Improvement Cost: $60,000, Total Project Cost: $901,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 9195, Location: 1.5 MI N OF JCT TH 494 (Lat: 44.883497, Lng: -93.246714), Route carried "on" structure: County highway 53, Year Built: 1958, Status: Open, Structure Length: 5.66m (18.57ft), Average Daily Traffic: 10,600 (year 2005), Design Load: HS 20, Features Intersected: TH 77 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: 4, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,162,000, Total Project Cost: $1,080,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 9796, Location: 0.3 MI N OF JCT TH 494 (Lat: 44.865481, Lng: -93.298744), Route carried "on" structure: City street 361, Year Built: 1959, Status: Open, Structure Length: 5.71m (18.73ft), Average Daily Traffic: 23,800 (year 2005), Design Load: HS 20, Features Intersected: I 35W, Facility Carried by Structure: W 76th St 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: 4, Length of Maximum Span: 18.8m (61.7ft), 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: Poor, Superstructure: Poor, Substructure: Good, Operating Rating: 80.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 24.80m (81.36ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $3,470,000, Total Project Cost: $3,565,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 99147, Location: 0.1 MI W OF W JCT TH 35W (Lat: 44.888983, Lng: -93.295703), Route carried "on" structure: State highway 62, Year Built: 1994, Status: Open, Structure Length: 6.29m (20.64ft), Average Daily Traffic: 50,000 (year 2004), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: TH 121 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.5m (83.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.5 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 27291, Location: 1.5 MI N OF JCT TH 494 (Lat: 44.883497, Lng: -93.246714), Route carried "under" structure: State highway 77, Year Built: 2005, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 72,000 (year 2004), Truck Traffic: 4%, Features Intersected: TH 77, Facility Carried by Structure: WB 66th ST(CSAH 53 Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.8m (81.4ft) Find on map >>
Structure Number: 2793, Location: 0.1 MI S OF W JCT TH 62 (Lat: 44.888983, Lng: -93.295703), Route carried "under" structure: Interstate 35W, Year Built: 1964, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 51,500 (year 2004), Truck Traffic: 6%, Features Intersected: I 35W SB, Facility Carried by Structure: TH 121 NB Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft) Find on map >>
Structure Number: 27931, Location: 0.1 MI W OF W JCT TH 35W (Lat: 44.890267, Lng: -93.295653), Route carried "under" structure: State highway 121, Year Built: 1964, Structure Length: 5.96m (19.55ft), Average Daily Traffic: 12,000 (year 2004), Truck Traffic: 9%, Features Intersected: TH 121, Facility Carried by Structure: TH 62 Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft) Find on map >>
Structure Number: 27932, Location: AT THE W JCT TH 62 & 35W (Lat: 44.890411, Lng: -93.288319), Route carried "under" structure: Interstate 35W, Year Built: 1964, Structure Length: 11.46m (37.60ft), Average Daily Traffic: 103,000 (year 2004), Truck Traffic: 6%, Features Intersected: I 35W, Facility Carried by Structure: TH 62 EB Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 27933, Location: 0.3 MI E OF W JCT TH 62 (Lat: 44.890186, Lng: -93.288319), Route carried "under" structure: City street 363, Year Built: 1964, Structure Length: 3.76m (12.34ft), Average Daily Traffic: 14,400 (year 2005), Features Intersected: Lyndale Ave, Facility Carried by Structure: I 35W Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft) Find on map >>
Structure Number: 27935, Location: 0.1 MI W OF E JCT TH 62 (Lat: 44.890397, Lng: -93.278089), Route carried "under" structure: County highway 52, Year Built: 1964, Structure Length: 4.59m (15.06ft), Average Daily Traffic: 12,600 (year 2005), Features Intersected: Nicollet Ave, Facility Carried by Structure: I 35W SB Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.4m (63.6ft) Find on map >>
Structure Number: 27936, Location: 0.1 MI W OF E JCT TH 62 (Lat: 44.890100, Lng: -93.278092), Route carried "under" structure: County highway 52, Year Built: 1964, Structure Length: 4.40m (14.44ft), Average Daily Traffic: 12,600 (year 2005), Features Intersected: Nicollet Ave, Facility Carried by Structure: I 35W NB Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft) Find on map >>
Structure Number: 27V11, Location: 0.5 MI S OF JCT TH 62 (Lat: 44.883333, Lng: -93.295000), Route carried "under" structure: County highway 53, Year Built: 1999, Structure Length: 3.91m (12.83ft), Average Daily Traffic: 24,800 (year 2005), Features Intersected: W 66th St, Facility Carried by Structure: I 35W Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.2m (59.7ft) Find on map >>
Structure Number: 27V65, Location: 0.1 MI S OF W JCT MN 62 (Lat: 44.888889, Lng: -93.295556), Route carried "under" structure: Interstate 35W, Year Built: 2007, Structure Length: 20.72m (67.98ft), Average Daily Traffic: 51,500 (year 2004), Truck Traffic: 6%, Features Intersected: FAI 35W, Facility Carried by Structure: MN 121 NB Minimum Vertical Clearance: 0.71m (2.33ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 61.0m (200.1ft) Structure Number: 27V66, Location: 0.4 MI N JCT 66 ST W, Route carried "under" structure: Ramp State highway 62, Year Built: 2007, Structure Length: 15.52m (50.92ft), Features Intersected: FAI 35W ON RAMP, Facility Carried by Structure: FAI 35W OFF RAMP
Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 61.0m (200.1ft) Find on map >>
Structure Number: 27V67, Location: 0.1 MI W OF W JCT FAI 35W (Lat: 44.890000, Lng: -93.295556), Route carried "under" structure: State highway 121, Year Built: 2007, Structure Length: 4.54m (14.90ft), Features Intersected: MN 121, Facility Carried by Structure: MN 62 WB Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.6m (77.4ft) Find on map >>
Structure Number: 27V68, Location: AT THE W JCT 35W & 62 (Lat: 44.890278, Lng: -93.288056), Route carried "under" structure: Interstate 35W, Year Built: 2007, Structure Length: 26.59m (87.24ft), Features Intersected: FAI 35W, MN 121, RAMP, Facility Carried by Structure: MN 62 EB Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 72.5m (237.9ft) Find on map >>
Structure Number: 27V68, Location: AT THE W JCT 35W & 62 (Lat: 44.890278, Lng: -93.288056), Route carried "under" structure: Ramp State highway 62, Year Built: 2007, Structure Length: 26.59m (87.24ft), Features Intersected: FAI 35W, MN 121, RAMP Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 72.5m (237.9ft) Find on map >>
Structure Number: 27V68, Location: AT THE W JCT 35W & 62 (Lat: 44.890278, Lng: -93.288056), Route carried "under" structure: State highway 121, Year Built: 2007, Structure Length: 26.59m (87.24ft), Features Intersected: FAI 35W, MN 121, RAMP, Facility Carried by Structure: MN 62 EB Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 72.5m (237.9ft) Find on map >>
Structure Number: 27V69, Location: 0.1 MI W OF W JCT FAI 35W (Lat: 44.888889, Lng: -93.295556), Route carried "under" structure: State highway 121, Year Built: 2007, Structure Length: 4.55m (14.93ft), Features Intersected: MN121 Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Structure Number: 27V7, Location: 0.3 MI E OF W JCT 35W-62, Route carried "under" structure: City street 363, Year Built: 2007, Structure Length: 3.75m (12.30ft), Features Intersected: LYNDALE AVE SO, Facility Carried by Structure: MN 62 WB
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.2m (115.5ft) Find on map >>
Structure Number: 27V71, Location: 0.3 MI E OF W JCT MN 62 (Lat: 44.890000, Lng: -93.288056), Route carried "under" structure: City street 363, Year Built: 2007, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 14,400 (year 2005), Features Intersected: LYNDALE AVE SO, Facility Carried by Structure: FAI 35W Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.2m (115.5ft) Structure Number: 27V72, Location: 0.3 MI E OF W JCT MN 62, Route carried "under" structure: City street 363, Year Built: 2007, Structure Length: 3.75m (12.30ft), Features Intersected: LYNDALE AVE SO, Facility Carried by Structure: MN 62 EB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.2m (115.5ft) Structure Number: 27V73, Location: 0.3 MI E OF JCT 35W & 62, Route carried "under" structure: Ramp State highway 62, Year Built: 2007, Structure Length: 12.79m (41.96ft), Average Daily Traffic: 1 (year ), Features Intersected: RAMP (62 EB TO LYNDALE)
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 51.8m (169.9ft) Structure Number: 27V78, Location: AT THE JCT W NICOLLET AVE, Route carried "under" structure: County highway 52, Year Built: 2007, Structure Length: 2.76m (9.06ft), Features Intersected: NICOLLET AVE SO, Facility Carried by Structure: MN 62 EB
Minimum Vertical Clearance: 6.89m (22.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.1m (82.3ft) Find on map >>
Structure Number: 7268, Location: 0.7 MI W OF JCT TH 35W (Lat: 44.890575, Lng: -93.308667), Route carried "under" structure: State highway 62, Year Built: 1962, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 100,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 62, Facility Carried by Structure: Penn Ave (CSAH 32) Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft) Find on map >>
Structure Number: 908, Location: 0.5 MI W OF JCT TH 77 (Lat: 44.862136, Lng: -93.257889), Route carried "under" structure: Interstate 494, Year Built: 1959, Structure Length: 5.66m (18.57ft), Average Daily Traffic: 132,000 (year 2004), Truck Traffic: 5%, Features Intersected: I 494, Facility Carried by Structure: 12th Ave S Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.8m (58.4ft) Find on map >>
Structure Number: 9195, Location: 1.5 MI N OF JCT TH 494 (Lat: 44.883497, Lng: -93.246714), Route carried "under" structure: State highway 77, Year Built: 1958, Structure Length: 5.66m (18.57ft), Average Daily Traffic: 72,000 (year 2004), Truck Traffic: 4%, Features Intersected: TH 77, Facility Carried by Structure: EB 66th St(CSAH 53 Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.0m (55.8ft) Find on map >>
Structure Number: 9796, Location: 0.3 MI N OF JCT TH 494 (Lat: 44.865481, Lng: -93.298744), Route carried "under" structure: Interstate 35W, Year Built: 1959, Structure Length: 5.71m (18.73ft), Average Daily Traffic: 99,000 (year 2004), Truck Traffic: 6%, Features Intersected: I 35W, Facility Carried by Structure: W 76th St Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.8m (61.7ft) Find on map >>
Structure Number: 9888, Location: 0.6 MI N OF JCT TH 494 (Lat: 44.871667, Lng: -93.298333), Route carried "under" structure: Interstate 35W, Year Built: 1960, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 107,000 (year 2004), Truck Traffic: 6%, Features Intersected: I 35W, Facility Carried by Structure: PED at 73rd Ave Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft) Find on map >>
Structure Number: 99147, Location: 0.1 MI W OF W JCT TH 35W (Lat: 44.888983, Lng: -93.295703), Route carried "under" structure: State highway 121, Year Built: 1994, Structure Length: 6.29m (20.64ft), Average Daily Traffic: 12,000 (year 2004), Truck Traffic: 9%, Features Intersected: TH 121, Facility Carried by Structure: Temp TH 62 WB Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.5m (83.7ft) Discuss this city on our hugely popular Minnesota forum Back to: Richfield, MN, Minnesota, All US cities.
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