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Bridge Statistics for Shoreview, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Shoreview, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 25 Total length: 99 meters (325ft) Total costs: $780,000 Total average daily traffic: 828,101 Total average daily truck traffic: 62,502 National Bridge Inventory (NBI) Registered Bridges for Shoreview
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 62566, Location: 0.2 MI S OF JCT CSAH 1 (Lat: 45.120606, Lng: -93.165175), Route carried "on" structure: County highway 51, Year Built: 1993, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 7,400 (year 2005), Design Load: HS 25, Features Intersected: RICE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, 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: 62624, Location: N. OF STEPHEN CIR. (Lat: 45.120289, Lng: -93.122331), Route carried "on" structure: , Status: Open, Structure Length: 1.83m (6.00ft), Design Load: Pedestrian, Features Intersected: KERRY LAKE, Facility Carried by Structure: PED TRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 1.8m (5.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Out-to-Out Width: 1.8m (5.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Structural Evaluation: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 62823, Location: 1.4 MI E OF JCT TH 51 (Lat: 45.056244, Lng: -93.131461), Route carried "on" structure: County highway 52, Year Built: 1992, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 15,100 (year 2005), Design Load: HS 25, Features Intersected: I 694, Facility Carried by Structure: Victoria St Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 5, 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: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 32.5m (106.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 62824, Location: 0.5 MI E OF JCT TH 51 (Lat: 45.059692, Lng: -93.147106), Route carried "on" structure: County highway 51, Year Built: 1986, Status: Open, Structure Length: 5.63m (18.47ft), Average Daily Traffic: 23,200 (year 2005), Design Load: HS 20, Features Intersected: I 694 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: 22.6m (74.1ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 26.7m (87.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.9 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: 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: 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: 62J01, Location: 0.1 MI NE OF MACKUBIN ST (Lat: 45.067275, Lng: -93.121958), Route carried "on" structure: City street 261, Year Built: 1993, Status: Open, Structure Length: 0.41m (1.35ft), Average Daily Traffic: 3,400 (year 2005), Design Load: HS 25, Features Intersected: PED PATH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft) Condition: Culverts: Excellent, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 62J02, Location: 0.1 MI W OF HODGSON RD (Lat: 45.073333, Lng: -93.118333), Route carried "on" structure: City street 254, Year Built: 1993, Status: Open, Structure Length: 0.40m (1.31ft), Average Daily Traffic: 2,100 (year 2005), Design Load: HS 25, Features Intersected: PED PATH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.5m (11.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft) Condition: Culverts: Excellent, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 62J03, Location: 0.3 MI E OF MACKUBIN ST (Lat: 45.061667, Lng: -93.113333), Route carried "on" structure: City street 235, Year Built: 1994, Status: Open, Structure Length: 0.34m (1.12ft), Average Daily Traffic: 5,100 (year 2005), Design Load: HS 25, Features Intersected: PED PATH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft) Condition: Culverts: Excellent, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $36,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 62J07, Location: 0.2 MI E OF VICTORIA ST (Lat: 45.078333, Lng: -93.131667), Route carried "on" structure: County highway 96, Year Built: 1997, Status: Open, Structure Length: 0.42m (1.38ft), Design Load: HS 25, Features Intersected: PED PATH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.8m (12.5ft) Condition: Culverts: Excellent, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 62J13, Location: .2 MI E OF JCT TH 49 (Lat: 45.119100, Lng: -93.123411), Route carried "on" structure: City street 15, Status: Open, Structure Length: 0.37m (1.21ft), Features Intersected: KERRY LAKE CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Good, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 62J14, Location: .36 MI E OF JCT TH 49 (Lat: 45.119114, Lng: -93.120006), Route carried "on" structure: City street 15, Status: Open, Structure Length: 0.37m (1.21ft), Features Intersected: KERRY LAKE CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 62J15, Location: .06 MI W. OF TURTLE L RD (Lat: 45.118008, Lng: -93.118492), Route carried "on" structure: City street 306, Status: Open, Structure Length: 0.37m (1.21ft), Features Intersected: KERRY LAKE CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Good, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7035, Location: E OF CSAH 51 (Lat: 45.120594, Lng: -93.165169), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 1 (year 1993), Design Load: Pedestrian, Features Intersected: RICE CREEK, Facility Carried by Structure: PEDESTRIAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Owner: County Highway Agency, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Waterway Adequacy: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Bridge Improvement Cost: $51,000, Deck Structure Type: Wood or Timber Find on map >>
Structure Number: 9209, Location: 1.2 MI E OF JCT TH 51 (Lat: 45.057050, Lng: -93.134531), Route carried "on" structure: Interstate 694, Year Built: 1959, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 49,500 (year 2004), Truck Traffic: 9%, Design Load: HS 20+Mod, Features Intersected: ISLAND LAKE CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $380,000, Roadway Improvement Cost: $52,000, Total Project Cost: $780,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 921, Location: 1.2 MI E OF JCT TH 51 (Lat: 45.057053, Lng: -93.134542), Route carried "on" structure: Interstate 694, Year Built: 1959, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 49,500 (year 2004), Truck Traffic: 9%, Design Load: HS 20, Features Intersected: ISLAND LAKE CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 9345, Location: 0.1 MI W OF JCT CSAH 52 (Lat: 45.056842, Lng: -93.134631), Route carried "on" structure: City street 68, Year Built: 1959, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 500 (year 1975), Design Load: HS 20, Features Intersected: ISLAND LAKE CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9605, Location: AT THE N JCT TH 10 & 35W (Lat: 45.115633, Lng: -93.188286), Route carried "on" structure: US 10, Year Built: 1968, Status: Open, Structure Length: 8.48m (27.82ft), Average Daily Traffic: 78,000 (year 2004), Truck Traffic: 6%, Design Load: HS 20, Features Intersected: TH I-35W 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: 21.9m (71.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.9 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 62002, Location: 1.0 MI N OF JCT TH 694 (Lat: 45.059025, Lng: -93.106308), Route carried "under" structure: County highway 49, Year Built: 1988, Structure Length: 4.92m (16.14ft), Average Daily Traffic: 13,400 (year 2005), Truck Traffic: 3%, Features Intersected: CSAH 49(RICE ST), Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 44.3m (145.3ft) Find on map >>
Structure Number: 62582, Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050175, Lng: -93.115331), Route carried "under" structure: Interstate 694, Year Built: 1996, Structure Length: 7.69m (25.23ft), Average Daily Traffic: 98,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 694 & CR 99, Facility Carried by Structure: PED WALKWAY Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft) Find on map >>
Structure Number: 62582, Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050175, Lng: -93.115331), Route carried "under" structure: County highway 99, Year Built: 1996, Structure Length: 7.69m (25.23ft), Average Daily Traffic: 2,950 (year 2005), Features Intersected: I 694 & CR 99, Facility Carried by Structure: PED WALKWAY Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft) Find on map >>
Structure Number: 62823, Location: 1.4 MI E OF JCT TH 51 (Lat: 45.056244, Lng: -93.131461), Route carried "under" structure: Interstate 694, Year Built: 1992, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 99,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 694, Facility Carried by Structure: Victoria St Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 62824, Location: 0.5 MI E OF JCT TH 51 (Lat: 45.059692, Lng: -93.147106), Route carried "under" structure: Interstate 694, Year Built: 1986, Structure Length: 5.63m (18.47ft), Average Daily Traffic: 101,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 694, Facility Carried by Structure: LEXINGTON (CSAH51) Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 6581, Location: 0.3 MI NW OF JCT TH 49 (Lat: 45.047614, Lng: -93.111014), Route carried "under" structure: Interstate 694, Year Built: 1959, Structure Length: 7.85m (25.75ft), Average Daily Traffic: 98,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 694, Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 26.0m (85.3ft) Find on map >>
Structure Number: 6582, Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050194, Lng: -93.114619), Route carried "under" structure: Interstate 694, Year Built: 1958, Structure Length: 8.92m (29.27ft), Average Daily Traffic: 98,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 694 & Co Rd E, Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.0m (78.7ft) Find on map >>
Structure Number: 6582, Location: 0.6 MI NW OF JCT TH 49 (Lat: 45.050194, Lng: -93.114619), Route carried "under" structure: County highway 99, Year Built: 1958, Structure Length: 8.92m (29.27ft), Average Daily Traffic: 2,950 (year 2005), Features Intersected: I 694 & Co Rd E, Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.0m (78.7ft) Find on map >>
Structure Number: 9605, Location: AT THE N JCT TH 10 & 35W (Lat: 45.115633, Lng: -93.188286), Route carried "under" structure: Interstate 35W, Year Built: 1968, Structure Length: 8.48m (27.82ft), Average Daily Traffic: 81,000 (year 2004), Truck Traffic: 5%, Features Intersected: TH I-35W, Facility Carried by Structure: US 10 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft) Discuss this city on our hugely popular Minnesota forum Back to: Shoreview, MN, Minnesota, All US cities.
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