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Bridge Statistics for Maplewood, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Maplewood, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 41 Total length: 171 meters (561ft) Total costs: $5,517,000 Total average daily traffic: 1,014,551 Total average daily truck traffic: 38,960 National Bridge Inventory (NBI) Registered Bridges for Maplewood
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 4984, Location: 0.3 MI NE OF JCT TH 61 (Lat: 44.997328, Lng: -93.062636), Route carried "on" structure: County highway 27, Year Built: 1930, Status: Posted for load, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 8,200 (year 2005), Features Intersected: STREAM & PED Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.4 metric tons, Inventory Rating: 19.6 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $663,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,047,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5715, Location: 0.4 MI W OF JCT TH 61 (Lat: 45.011508, Lng: -93.062422), Route carried "on" structure: State highway 36, Year Built: 1938, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 68,000 (year 2004), Truck Traffic: 3%, Design Load: H 20, Features Intersected: Keller Lake 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: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 24.5m (80.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,195,000, Roadway Improvement Cost: $51,000, Total Project Cost: $769,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 62006, Location: 0.7 MI E OF JCT TH 35E (Lat: 45.009747, Lng: -93.076339), Route carried "on" structure: County highway 58, Year Built: 1969, Status: Open, Structure Length: 4.82m (15.81ft), Design Load: HS 20, Features Intersected: TH 36, Facility Carried by Structure: Edgerton St 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: 12.5m (41.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,110,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,048,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 62007, Location: 1.2 MI E OF JCT TH 35E (Lat: 45.010611, Lng: -93.066408), Route carried "on" structure: City street 60, Year Built: 1968, Status: Open, Structure Length: 5.86m (19.23ft), Design Load: HS 20, Features Intersected: TH 36, Facility Carried by Structure: Arcade St Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.4m (109.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $849,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,272,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 6207, Location: AT JCT TH 36 & 61 (Lat: 45.011914, Lng: -93.054819), Route carried "on" structure: State highway 36, Year Built: 1970, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 59,000 (year 2004), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: US 61 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: 35.7m (117.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 28.6m (93.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 62537, Location: 0.2 MI NE OF JCT CSAH 23 (Lat: 45.022728, Lng: -93.064039), Route carried "on" structure: County highway 22, Year Built: 1982, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 3,000 (year 2005), Design Load: HS 20, Features Intersected: KOHLMAN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 62543, Location: 0.3MI N OF JCT CSAH 31 (Lat: 44.980986, Lng: -93.004389), Route carried "on" structure: County highway 68, Year Built: 1988, Status: Open, Structure Length: 5.74m (18.83ft), Design Load: HS 20, Features Intersected: UP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 62554, Location: 0.4 MI E OF JCT TH 35E (Lat: 44.991667, Lng: -93.080000), Route carried "on" structure: County highway 30, Year Built: 1992, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 10,000 (year 2005), Design Load: HS 25, Features Intersected: DNR TRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 24.7m (81.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 99.8 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 62559, Location: 0.2 MI E OF JCT TH 49 (Lat: 44.999069, Lng: -93.102147), Route carried "on" structure: City street 138, Year Built: 1992, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 4,750 (year 2005), Design Load: HS 25, Features Intersected: CP RAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.6m (57.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 70.2 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: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 62563, Location: 0.6 MI E OF JCT TH 61 (Lat: 45.021667, Lng: -93.040000), Route carried "on" structure: County highway 23, Year Built: 1993, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 5,500 (year 2005), Design Load: HS 25, Features Intersected: REC TRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.2m (46.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 73.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6257, Location: 0.1 MI SW OF JCT CSAH 22 (Lat: 45.013333, Lng: -93.066667), Route carried "on" structure: City street 125, Year Built: 2003, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 1,250 (year 2005), Design Load: HS 25, Features Intersected: KELLER CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 61.2 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6509, Location: 0.8 MI S OF JCT TH 36 (Lat: 44.999111, Lng: -93.089489), Route carried "on" structure: Interstate 35E, Year Built: 1959, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 70,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: ROSELAWN AVE(CSAH 26) 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: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 651, Location: 0.8 MI S OF JCT TH 36 (Lat: 44.999111, Lng: -93.089336), Route carried "on" structure: Interstate 35E, Year Built: 1959, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 70,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: ROSELAWN AVE(CSAH 26) 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: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 6692, Location: 1.2 MI SW OF JCT TH 36 (Lat: 44.996667, Lng: -93.065000), Route carried "on" structure: US 61, Year Built: 1951, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 19,500 (year 2004), Truck Traffic: 1%, Design Load: HS 20, Features Intersected: PED-BIKE TRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,064,000, Roadway Improvement Cost: $59,000, Total Project Cost: $891,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 6693, Location: 0.9 MI SW OF JCT TH 36 (Lat: 45.000486, Lng: -93.063878), Route carried "on" structure: US 61, Year Built: 1951, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 22,300 (year 2004), Truck Traffic: 1%, Design Load: HS 20, Features Intersected: CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.7m (71.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.9 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, 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: 90416, Location: 0.1 MI S OF CSAH 62 (Lat: 44.995000, Lng: -93.060000), Route carried "on" structure: City street , Year Built: 1949, Status: Open, Structure Length: 0.35m (1.15ft), Average Daily Traffic: 1 (year 1992), Design Load: Pedestrian, Features Intersected: PHALEN-ROUND LAKE, Facility Carried by Structure: BIKE WAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Waterway Adequacy: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006 Find on map >>
Structure Number: 9117, Location: 0.3 MI S OF JCT TH 36 (Lat: 45.006311, Lng: -93.089769), Route carried "on" structure: Interstate 35E, Year Built: 1960, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 70,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: CO ROAD B 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: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.4m (60.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 9118, Location: 0.3 MI S OF JCT TH 36 (Lat: 45.006311, Lng: -93.089461), Route carried "on" structure: Interstate 35E, Year Built: 1960, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 70,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: CSAH 25(CR B) 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: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 9143, Location: AT THE JCT TH 120 & 94 (Lat: 44.948539, Lng: -92.985839), Route carried "on" structure: Interstate 94, Year Built: 1962, Status: Open, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 36,000 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 63,500 (year 2025), Design Load: HS 20, Features Intersected: TH 120 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: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,016,000, Roadway Improvement Cost: $13,000, Total Project Cost: $196,000 ( Estimate for 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: 9144, Location: AT THE JCT TH 120& 94 (Lat: 44.948319, Lng: -92.985772), Route carried "on" structure: Interstate 94, Year Built: 1962, Status: Open, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 36,000 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 63,500 (year 2025), Design Load: HS 20, Features Intersected: TH 120 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: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,016,000, Roadway Improvement Cost: $13,000, Total Project Cost: $196,000 ( Estimate for 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: 92252, Location: 0.2 MI SW OF JCT CSAH 43 (Lat: 44.898819, Lng: -92.994328), Route carried "on" structure: County highway 160, Year Built: 1942, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 750 (year 2005), Features Intersected: FISH CREEK, Facility Carried by Structure: MUN (STERLING) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $5,000, Total Project Cost: $85,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9258, Location: 1.7 MI E OF JCT TH 61 (Lat: 45.011747, Lng: -93.021567), Route carried "on" structure: State highway 36, Year Built: 1959, Status: Open, Structure Length: 5.63m (18.47ft), Average Daily Traffic: 47,000 (year 2004), Truck Traffic: 3%, Design Load: HS 25, Features Intersected: White Bear Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, 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: 15.2m (49.9ft), Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 26.9m (88.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: September 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: 93624, Location: 0.3 MI S OF JCT TH 94 (Lat: 44.944817, Lng: -93.005008), Route carried "on" structure: County highway 68, Year Built: 1983, Status: Open, Structure Length: 0.35m (1.15ft), Design Load: HS 20, Features Intersected: BATTLE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.5m (11.5ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $37,000, Total Project Cost: $13,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9881, Location: 1.2 MI N OF JCT TH 61 (Lat: 44.901833, Lng: -92.994394), Route carried "on" structure: Interstate 494, Year Built: 1960, Year Reconstructed: 2003, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 32,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: CSAH 43 (CARVER 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: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 9882, Location: 1.2 MI N OF JCT TH 61 (Lat: 44.901736, Lng: -92.994047), Route carried "on" structure: Interstate 494, Year Built: 1960, Year Reconstructed: 2003, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 32,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: CSAH 43 (CARVER 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: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 62006, Location: 0.7 MI E OF JCT TH 35E (Lat: 45.009747, Lng: -93.076339), Route carried "under" structure: State highway 36, Year Built: 1969, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 68,000 (year 2004), Truck Traffic: 3%, Features Intersected: TH 36, Facility Carried by Structure: Edgerton St 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: 30.8m (101.0ft) Find on map >>
Structure Number: 62007, Location: 1.2 MI E OF JCT TH 35E (Lat: 45.010611, Lng: -93.066408), Route carried "under" structure: State highway 36, Year Built: 1968, Structure Length: 5.86m (19.23ft), Average Daily Traffic: 68,000 (year 2004), Truck Traffic: 3%, Features Intersected: TH 36, Facility Carried by Structure: Arcade St Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.4m (109.6ft) Find on map >>
Structure Number: 6207, Location: AT JCT TH 36 & 61 (Lat: 45.011914, Lng: -93.054819), Route carried "under" structure: US 61, Year Built: 1970, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 26,000 (year 2004), Truck Traffic: 1%, Features Intersected: US 61, Facility Carried by Structure: TH 36 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 62529, Location: 0.1 MI W OF JCT MSAS 112 (Lat: 45.028167, Lng: -93.038514), Route carried "under" structure: County highway 19, Year Built: 1973, Structure Length: 8.09m (26.54ft), Average Daily Traffic: 22,300 (year 2005), Features Intersected: CSAH 19(BEAM AVE), Facility Carried by Structure: BNSF RR (ABAN) Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 28.9m (94.8ft) Find on map >>
Structure Number: 62618, Location: 0.1 MI E OF JCT TH 49 (Lat: 44.999069, Lng: -93.102250), Route carried "under" structure: City street 69, Year Built: 2005, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 100 (year 2005), Features Intersected: STREET 69, Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 14.6m (47.9ft) Find on map >>
Structure Number: 6402, Location: 0.6 Mi East of Jct TH 61 (Lat: 45.011667, Lng: -93.041667), Route carried "under" structure: State highway 36, Year Built: 1954, Structure Length: 4.71m (15.45ft), Average Daily Traffic: 57,000 (year 2004), Truck Traffic: 3%, Features Intersected: TH 36, Facility Carried by Structure: BN Regional Trail Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.9m (39.0ft) Find on map >>
Structure Number: 6509, Location: 0.8 MI S OF JCT TH 36 (Lat: 44.999111, Lng: -93.089489), Route carried "under" structure: City street 138, Year Built: 1959, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 6,800 (year 2005), Features Intersected: ROSELAWN AVE(CSAH 26), Facility Carried by Structure: I 35E SB Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 651, Location: 0.8 MI S OF JCT TH 36 (Lat: 44.999111, Lng: -93.089336), Route carried "under" structure: City street 138, Year Built: 1959, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 6,800 (year 2005), Features Intersected: ROSELAWN AVE(CSAH 26), Facility Carried by Structure: I 35E NB Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 9117, Location: 0.3 MI S OF JCT TH 36 (Lat: 45.006311, Lng: -93.089769), Route carried "under" structure: County highway 25, Year Built: 1960, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 4,650 (year 2005), Features Intersected: CO ROAD B, Facility Carried by Structure: I 35E SB Minimum Vertical Clearance: 5.55m (18.21ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 9118, Location: 0.3 MI S OF JCT TH 36 (Lat: 45.006311, Lng: -93.089461), Route carried "under" structure: County highway 25, Year Built: 1960, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 4,650 (year 2005), Features Intersected: CSAH 25(CR B), Facility Carried by Structure: I 35E NB Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 9143, Location: AT THE JCT TH 120 & 94 (Lat: 44.948539, Lng: -92.985839), Route carried "under" structure: State highway 120, Year Built: 1962, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 15,600 (year 2004), Truck Traffic: 1%, Features Intersected: TH 120, Facility Carried by Structure: I 94 WB Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: 9144, Location: AT THE JCT TH 120& 94 (Lat: 44.948319, Lng: -92.985772), Route carried "under" structure: State highway 120, Year Built: 1962, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 15,600 (year 2004), Truck Traffic: 1%, Features Intersected: TH 120, Facility Carried by Structure: I 94 EB Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: 9258, Location: 1.7 MI E OF JCT TH 61 (Lat: 45.011747, Lng: -93.021567), Route carried "under" structure: County highway 65, Year Built: 1959, Structure Length: 5.63m (18.47ft), Average Daily Traffic: 28,000 (year 2005), Features Intersected: White Bear Avenue, Facility Carried by Structure: TH 36 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 94207, Location: 0.7 MI S OF JCT TH 36 (Lat: 45.003447, Lng: -93.025172), Route carried "under" structure: County highway 65, Year Built: 1991, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 22,500 (year 2005), Features Intersected: CSAH 65(WHITE BEAR AVE), Facility Carried by Structure: GATEWAY TRAIL Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 42.7m (140.1ft) Find on map >>
Structure Number: 9881, Location: 1.2 MI N OF JCT TH 61 (Lat: 44.901833, Lng: -92.994394), Route carried "under" structure: County highway 43, Year Built: 1960, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 1,650 (year 2005), Features Intersected: CSAH 43 (CARVER AVE), Facility Carried by Structure: I 494 WB Minimum Vertical Clearance: 4.79m (15.72ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.0m (49.2ft) Find on map >>
Structure Number: 9882, Location: 1.2 MI N OF JCT TH 61 (Lat: 44.901736, Lng: -92.994047), Route carried "under" structure: County highway 43, Year Built: 1960, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 1,650 (year 2005), Features Intersected: CSAH 43 (CARVER AVE), Facility Carried by Structure: I 494 EB Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.0m (49.2ft) Discuss this city on our hugely popular Minnesota forum Back to: Maplewood, MN, Minnesota, All US cities.
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