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Bridge Statistics for Woodbury, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Woodbury, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 24
Total length: 212 meters (696ft) Total costs: $859,000 Total average daily traffic: 947,291 Total average daily truck traffic: 55,610 National Bridge Inventory (NBI) Registered Bridges for Woodbury
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 82511, Location: 0.9 MI SW OF JCT TH 120 (Lat: 44.915933, Lng: -92.979119), Route carried "on" structure: City street 108, Year Built: 1994, Status: Open, Structure Length: 8.77m (28.77ft), Average Daily Traffic: 15,000 (year 2005), Average Future Daily Traffic: 15,000 (year 2029), Design Load: HS 25, Features Intersected: I 494, Facility Carried by Structure: Lake Road 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: 22.6m (74.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.0m (147.6ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 27.1m (88.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, 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: 82518, Location: 0.9 MI S OF JCT 94 & 494 (Lat: 44.935000, Lng: -92.961667), Route carried "on" structure: City street 102, Year Built: 2003, Status: Open, Structure Length: 17.94m (58.86ft), Average Daily Traffic: 22,000 (year 2005), Average Future Daily Traffic: 22,000 (year 2029), Design Load: HS 25, Features Intersected: I 494, Facility Carried by Structure: Tamarack Rd 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: 21.9m (71.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.7m (12.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 31.3m (102.7ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 88.2 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, 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: 82831, Location: AT JCT TH 694 (Lat: 44.948578, Lng: -92.958933), Route carried "on" structure: Interstate 694, Year Built: 1966, Year Reconstructed: 1984, Status: Open, Structure Length: 8.24m (27.03ft), Average Daily Traffic: 36,500 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 36,500 (year 2029), Design Load: HS 20+Mod, Features Intersected: I 94 & Collector Roads Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, 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: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.2 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: November 2009, 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: 82832, Location: AT JCT TH 694 (Lat: 44.948894, Lng: -92.958722), Route carried "on" structure: Interstate 694, Year Built: 1966, Year Reconstructed: 1984, Status: Open, Structure Length: 8.24m (27.03ft), Average Daily Traffic: 36,500 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 36,500 (year 2029), Design Load: HS 20+Mod, Features Intersected: I 94 & COLLECTOR ROADS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, 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: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, 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: 82843, Location: 1.2 MI E OF JCT TH 494 (Lat: 44.948481, Lng: -92.934503), Route carried "on" structure: County highway 13, Year Built: 1983, Status: Open, Structure Length: 7.94m (26.05ft), Average Daily Traffic: 16,200 (year 2005), Average Future Daily Traffic: 16,200 (year 2029), Design Load: HS 20, Features Intersected: I 94 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2009, 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: 82844, Location: 2.7 MI E OF JCT TH 494 (Lat: 44.948703, Lng: -92.903178), Route carried "on" structure: County highway 19, Year Built: 1983, Year Reconstructed: 2007, Status: Open, Structure Length: 8.37m (27.46ft), Average Daily Traffic: 25,400 (year 2005), Average Future Daily Traffic: 25,400 (year 2029), Design Load: HS 20, Features Intersected: I 94 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: 54.6m (179.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.6m (8.5ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 37.4m (122.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.7 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: 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: October 2009, 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: 82845, Location: 3.7 MI E OF JCT TH 494 (Lat: 44.948664, Lng: -92.883192), Route carried "on" structure: City street 116, Year Built: 1983, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 1,750 (year 2005), Average Future Daily Traffic: 1,750 (year 2029), Design Load: HS 20, Features Intersected: I 94, Facility Carried by Structure: CSAH 17 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: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2009, 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: 82852, Location: 1.2 MI E OF JCT TH 494 (Lat: 44.948719, Lng: -92.934211), Route carried "on" structure: County highway 13, Year Built: 1983, Status: Open, Structure Length: 7.94m (26.05ft), Average Daily Traffic: 16,200 (year 2005), Average Future Daily Traffic: 16,200 (year 2029), Design Load: HS 20, Features Intersected: I 94 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2009, 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: 9775, Location: 2.0 MI NE OF JCT TH 61 (Lat: 44.915967, Lng: -92.979453), Route carried "on" structure: Interstate 494, Year Built: 1960, Year Reconstructed: 1988, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 32,000 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 32,000 (year 2029), Design Load: HS 20, Features Intersected: CSAH 25 (CENTURY AVE) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.40m (66.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Bridge Improvement Cost: $859,000, Total Project Cost: $859,000 ( Estimate for 2009), 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: 9776, Location: 2.0 MI NE OF JCT TH 61 (Lat: 44.915956, Lng: -92.979439), Route carried "on" structure: Interstate 494, Year Built: 1960, Year Reconstructed: 2003, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 32,000 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 32,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: CSAH 25 (CENTURY AVE) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 21.7m (71.2ft), Out-to-Out Width: 27.2m (89.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, 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: 82511, Location: 0.9 MI SW OF JCT TH 120 (Lat: 44.915933, Lng: -92.979119), Route carried "under" structure: Interstate 494, Year Built: 1994, Structure Length: 8.77m (28.77ft), Average Daily Traffic: 64,000 (year 2004), Truck Traffic: 7%, Features Intersected: I 494, Facility Carried by Structure: Lake Road Minimum Vertical Clearance: 6.64m (21.78ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.0m (147.6ft) Find on map >>
Structure Number: 82518, Location: 0.9 MI S OF JCT 94 & 494 (Lat: 44.935000, Lng: -92.961667), Route carried "under" structure: Interstate 494, Year Built: 2003, Structure Length: 17.94m (58.86ft), Average Daily Traffic: 71,000 (year 2004), Truck Traffic: 6%, Features Intersected: I 494, Facility Carried by Structure: Tamarack Rd Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft) Find on map >>
Structure Number: 82831, Location: AT JCT TH 694 (Lat: 44.948578, Lng: -92.958933), Route carried "under" structure: Ramp Interstate 94, Year Built: 1966, Structure Length: 8.24m (27.03ft), Average Daily Traffic: 8,700 (year 1996), Features Intersected: I 94 & Collector Roads Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Find on map >>
Structure Number: 82831, Location: AT JCT TH 694 (Lat: 44.948578, Lng: -92.958933), Route carried "under" structure: Interstate 94, Year Built: 1966, Structure Length: 8.24m (27.03ft), Average Daily Traffic: 85,000 (year 2004), Truck Traffic: 4%, Features Intersected: I 94 & Collector Roads Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Find on map >>
Structure Number: 82831, Location: AT JCT TH 694 (Lat: 44.948578, Lng: -92.958933), Route carried "under" structure: Ramp Interstate 94, Year Built: 1966, Structure Length: 8.24m (27.03ft), Average Daily Traffic: 9,600 (year 1996), Features Intersected: I 94 & Collector Roads Minimum Vertical Clearance: 5.55m (18.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Find on map >>
Structure Number: 82832, Location: AT JCT TH 694 (Lat: 44.948894, Lng: -92.958722), Route carried "under" structure: Ramp Interstate 694, Year Built: 1966, Structure Length: 8.24m (27.03ft), Average Daily Traffic: 1 (year 2009), Features Intersected: I 94 & COLLECTOR ROADS Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Find on map >>
Structure Number: 82832, Location: AT JCT TH 694 (Lat: 44.948894, Lng: -92.958722), Route carried "under" structure: Interstate 94, Year Built: 1966, Structure Length: 8.24m (27.03ft), Average Daily Traffic: 85,000 (year 2004), Truck Traffic: 4%, Features Intersected: I 94 & COLLECTOR ROADS Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Find on map >>
Structure Number: 82832, Location: AT JCT TH 694 (Lat: 44.948894, Lng: -92.958722), Route carried "under" structure: Ramp Interstate 94, Year Built: 1966, Structure Length: 8.24m (27.03ft), Average Daily Traffic: 8,700 (year 1996), Features Intersected: I 94 & COLLECTOR ROADS Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Find on map >>
Structure Number: 82843, Location: 1.2 MI E OF JCT TH 494 (Lat: 44.948481, Lng: -92.934503), Route carried "under" structure: Interstate 94, Year Built: 1983, Structure Length: 7.94m (26.05ft), Average Daily Traffic: 105,000 (year 2004), Truck Traffic: 8%, Features Intersected: I 94, Facility Carried by Structure: CSAH 13 SB Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft) Find on map >>
Structure Number: 82844, Location: 2.7 MI E OF JCT TH 494 (Lat: 44.948703, Lng: -92.903178), Route carried "under" structure: Interstate 94, Year Built: 1983, Structure Length: 8.37m (27.46ft), Average Daily Traffic: 89,000 (year 2004), Truck Traffic: 8%, Features Intersected: I 94, Facility Carried by Structure: CSAH 19 Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft) Find on map >>
Structure Number: 82845, Location: 3.7 MI E OF JCT TH 494 (Lat: 44.948664, Lng: -92.883192), Route carried "under" structure: Interstate 94, Year Built: 1983, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 81,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 94, Facility Carried by Structure: CSAH 17 Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft) Find on map >>
Structure Number: 82852, Location: 1.2 MI E OF JCT TH 494 (Lat: 44.948719, Lng: -92.934211), Route carried "under" structure: Interstate 94, Year Built: 1983, Structure Length: 7.94m (26.05ft), Average Daily Traffic: 105,000 (year 2004), Truck Traffic: 8%, Features Intersected: I 94, Facility Carried by Structure: CSAH 13 NB Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft) Find on map >>
Structure Number: 9775, Location: 2.0 MI NE OF JCT TH 61 (Lat: 44.915967, Lng: -92.979453), Route carried "under" structure: County highway 25, Year Built: 1960, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 870 (year 2005), Features Intersected: CSAH 25 (CENTURY AVE), Facility Carried by Structure: I 494 WB Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.6m (77.4ft) Find on map >>
Structure Number: 9776, Location: 2.0 MI NE OF JCT TH 61 (Lat: 44.915956, Lng: -92.979439), Route carried "under" structure: County highway 25, Year Built: 1960, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 870 (year 2005), Features Intersected: CSAH 25 (CENTURY AVE), Facility Carried by Structure: I 494 EB Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.6m (77.4ft)
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