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Bridge Statistics for St. Louis Park, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: St. Louis Park, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 73 Total length: 434 meters (1,424ft) Total costs: $7,285,000 Total average daily traffic: 2,406,846 Total average daily truck traffic: 85,110 National Bridge Inventory (NBI) Registered Bridges for St. Louis Park
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 27067, Location: 0.3 MI W OF AQUILLA AVE (Lat: 44.936089, Lng: -93.389814), Route carried "on" structure: City street 275, Year Built: 1962, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 9,620 (year 1986), Design Load: H 20, Features Intersected: MINNEHAHA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $415,000, Total Project Cost: $2,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 27106, Location: 0.9 MI S OF JCT TH 7 (Lat: 44.930222, Lng: -93.349781), Route carried "on" structure: County highway 3, Year Built: 1968, Status: Open, Structure Length: 6.63m (21.75ft), Average Daily Traffic: 28,500 (year 2005), Design Load: HS 25, Features Intersected: TH 100 & SB off ramp, Facility Carried by Structure: Excelsior Blvd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 31.8m (104.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, 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: 27109, Location: 0.4 MI S OF JCT TH 7 (Lat: 44.937639, Lng: -93.348994), Route carried "on" structure: City street 277, Year Built: 1984, Status: Open, Structure Length: 8.88m (29.13ft), Average Daily Traffic: 13,200 (year 2005), Design Load: HS 20, Features Intersected: TH 100 & rampS, Facility Carried by Structure: W 36th St Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.6m (152.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 28.8m (94.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 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: 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: 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: 27255, Location: 1.1 MI N OF JCT TH 7 (Lat: 44.950000, Lng: -93.400000), Route carried "on" structure: US 169, Year Built: 1999, Status: Open, Structure Length: 4.55m (14.93ft), Average Daily Traffic: 50,000 (year 2004), Truck Traffic: 7%, Design Load: HS 25, Features Intersected: BNSF RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 77.5 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27513, Location: 1.1 MI N OF JCT TH 7 (Lat: 44.950025, Lng: -93.400325), Route carried "on" structure: US 169, Year Built: 1963, Status: Open, Structure Length: 3.76m (12.34ft), Average Daily Traffic: 50,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: BNSF RR 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: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.7m (41.7ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 86.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: 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: 27517, Location: 1.9 MI N OF JCT TH 7 (Lat: 44.954414, Lng: -93.400581), Route carried "on" structure: City street 296, Year Built: 1964, Status: Open, Structure Length: 4.73m (15.52ft), Average Daily Traffic: 14,700 (year 2005), Design Load: HS 20, Features Intersected: US 169, Facility Carried by Structure: Cedar Lake Rd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.7m (87.6ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $913,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,342,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27519, Location: 0.5 MI W OF JCT TEXAS AV (Lat: 44.938522, Lng: -93.390842), Route carried "on" structure: City street 282, Year Built: 1963, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 7,100 (year 2005), Design Load: HS 20, Features Intersected: MINNEHAHA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.7 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 desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $5,000, Total Project Cost: $55,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 27531, Location: 0.8 MI N OF JCT TH 7 (Lat: 44.946083, Lng: -93.400581), Route carried "on" structure: US 169, Year Built: 1967, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 100,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: Minnetonka Blvd 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: 23.5m (77.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.9m (65.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.5 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,065,000, Roadway Improvement Cost: $79,000, Total Project Cost: $1,186,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27564, Location: 0.2 MI N OF JCT CSAH 3 (Lat: 44.929194, Lng: -93.365186), Route carried "on" structure: City street 276, Year Built: 1971, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 6,800 (year 2005), Design Load: HS 20, Features Intersected: MINNEHAHA CREEK, Facility Carried by Structure: LOUISIANA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 24.2m (79.4ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $732,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 27579, Location: 0.3 MI N OF JCT CSAH 3 (Lat: 44.930056, Lng: -93.375711), Route carried "on" structure: City street 277, Year Built: 1977, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,750 (year 2005), Design Load: HS 20, Features Intersected: MINNEHAHA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $8,000, Total Project Cost: $95,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 27583, Location: 0.3 MI N OF JCT TH 7 (Lat: 44.939728, Lng: -93.396922), Route carried "on" structure: City street 282, Year Built: 1983, Status: Open, Structure Length: 6.65m (21.82ft), Average Daily Traffic: 7,100 (year 2005), Design Load: HS 20, Features Intersected: US 169, Facility Carried by Structure: W 36th 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: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.6 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: 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: 27621, Location: 0.2 MI S OF JCT CSAH 16 (Lat: 44.956828, Lng: -93.370881), Route carried "on" structure: City street 276, Year Built: 1982, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 17,200 (year 2005), Design Load: HS 20, Features Intersected: BNSF RR & CEDAR LK TRL, Facility Carried by Structure: LOUISIANA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 21.8m (71.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: November 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: 27688, Location: 0.5 MI S OF JCT CSAH 3 (Lat: 44.922058, Lng: -93.354119), Route carried "on" structure: City street 305, Year Built: 1991, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 3,100 (year 2005), Design Load: HS 25, Features Intersected: MINNEHAHA CREEK, Facility Carried by Structure: BROOKSIDE AVE 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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.4 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 27739, Location: AT THE JCT TH 169 & 394 (Lat: 44.973347, Lng: -93.400458), Route carried "on" structure: Ramp Interstate 394, Year Built: 1987, Status: Open, Structure Length: 4.43m (14.53ft), Average Daily Traffic: 4,500 (year 1996), Design Load: HS 20, Features Intersected: S Frontage Rd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.6 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 2774, Location: 0.1 MI S OF JCT TH 394 (Lat: 44.971519, Lng: -93.400075), Route carried "on" structure: US 169, Year Built: 1987, Status: Open, Structure Length: 2.58m (8.46ft), Average Daily Traffic: 100,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: South Frontage Rd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.8m (78.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 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: 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27742, Location: AT THE JCT TH 169 &394 (Lat: 44.973347, Lng: -93.400458), Route carried "on" structure: US 169, Year Built: 1987, Status: Open, Structure Length: 8.68m (28.48ft), Average Daily Traffic: 100,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: I 394 & N-S Collector Rd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 33.3m (109.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 80.0 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: 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: 27747, Location: 0.4 MI W OF JCT TH 100 (Lat: 44.970481, Lng: -93.351111), Route carried "on" structure: City street 278, Year Built: 1988, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 16,500 (year 2005), Design Load: HS 20, Features Intersected: I 394 & Collector Rd's, Facility Carried by Structure: Park Place Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 34.4m (112.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.6m (136.5ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 40.0m (131.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 27786, Location: 0.6 MI S OF JCT TH 394 (Lat: 44.961878, Lng: -93.344006), Route carried "on" structure: State highway 100, Year Built: 1989, Status: Open, Structure Length: 7.43m (24.38ft), Average Daily Traffic: 4,225 (year 1994), Design Load: HS 25, Features Intersected: BNSF RR & City Streets Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,118,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27787, Location: 0.6 MI S OF JCT TH 394 (Lat: 44.962228, Lng: -93.343894), Route carried "on" structure: State highway 100, Year Built: 1989, Status: Open, Structure Length: 7.43m (24.38ft), Average Daily Traffic: 5,000 (year 1996), Design Load: HS 25, Features Intersected: BNSF RR & City Streets Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,118,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 531, Location: 1.3 MI N OF JCT TH 7 (Lat: 44.962106, Lng: -93.344558), Route carried "on" structure: State highway 100, Year Built: 1936, Year Reconstructed: 1989, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 115,000 (year 2004), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: BNSF, CEDAR LK & 23rd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 37.6m (123.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.3 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.10m (26.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $3,268,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,650,000 ( Estimate for 2006), 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: 5462, Location: AT JCT TH 100 & 7 (Lat: 44.943628, Lng: -93.347822), Route carried "on" structure: State highway 7, Year Built: 1939, Status: Open, Structure Length: 5.80m (19.03ft), Average Daily Traffic: 36,000 (year 2004), Truck Traffic: 3%, Features Intersected: TH 100 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: 18.9m (62.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 24.1m (79.1ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,638,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,605,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 5598, Location: 0.3 N OF JCT TH 7 (Lat: 44.948525, Lng: -93.347714), Route carried "on" structure: County highway 5, Year Built: 1939, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 19,100 (year 2005), Design Load: HS 20, Features Intersected: TH 100, Facility Carried by Structure: Minnetonka Blvd 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: 17.4m (57.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.5m (44.3ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 23.8m (78.1ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 65.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,269,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,350,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 90455, Location: 0.7 MI W OF JCT TH 100 (Lat: 44.926886, Lng: -93.362594), Route carried "on" structure: County highway 3, Year Built: 1891, Year Reconstructed: 1940, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 28,500 (year 2005), Features Intersected: MINNEHAHA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.7m (18.7ft), 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: 18.2m (59.7ft) Condition: Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $114,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 91115, Location: 0.7 MI N OF JCT TH 7 (Lat: 44.944192, Lng: -93.400350), Route carried "on" structure: US 169, Year Built: 1967, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 100,000 (year 2004), Truck Traffic: 7%, Features Intersected: MINNEHAHA CREEK 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: 37.8m (124.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2007, Underwater Inspection Date: September 2004, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 92687, Location: 0.5 MI SW OF JCT CSAH 5 (Lat: 44.942769, Lng: -93.393281), Route carried "on" structure: City street 60, Year Built: 1950, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 693 (year 1986), Features Intersected: MINNEHAHA CREEK 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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 93851, Location: IN MEADOW BRK GOLF COURS (Lat: 44.924444, Lng: -93.363333), Route carried "on" structure: City street , Year Built: 1945, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1 (year 1987), Design Load: Pedestrian, Features Intersected: MINNEHAHA CREEK, Facility Carried by Structure: PEDESTRIAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Owner: Local Park, Forest, or Reservation Agency, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 7.4m (24.3ft), Right: 0.0m, Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Channel: Good, Waterway Adequacy: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $127,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 93852, Location: IN MEADOW BRK GOLF COURS (Lat: 44.925000, Lng: -93.363333), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 1 (year 1995), Design Load: Pedestrian, Features Intersected: MINNEHAHA CREEK, Facility Carried by Structure: PEDESTRIAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Owner: Local Park, Forest, or Reservation Agency, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.1m (72.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Out-to-Out Width: 3.0m (9.8ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Waterway Adequacy: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Wood or Timber Find on map >>
Structure Number: 94224, Location: 0.3 MI W OF AQUILA AVE (Lat: 44.936667, Lng: -93.390000), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1 (year 1993), Design Load: Pedestrian, Features Intersected: MINNEHAHA CREEK, Facility Carried by Structure: PED (37TH ST) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Owner: City or Municipal Highway Agency, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Out-to-Out Width: 1.8m (5.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Waterway Adequacy: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Wood or Timber Find on map >>
Structure Number: 94249, Location: @ EXCELSIOR E OF L.A. AV (Lat: 44.928333, Lng: -93.363333), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 1 (year 1993), Design Load: Pedestrian, Features Intersected: MINNEHAHA CREEK, Facility Carried by Structure: PEDESTRIAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Owner: City or Municipal Highway Agency, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.9m (65.3ft), Out-to-Out Width: 1.8m (5.9ft) Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Waterway Adequacy: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: L9895, Location: 0.8 MI E OF JCT TH 100 (Lat: 44.965000, Lng: -93.333333), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 1 (year 1977), Design Load: Pedestrian, Features Intersected: BNSF RR & CEDAR LK TRL, Facility Carried by Structure: PEDESTRIAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Owner: City or Municipal Highway Agency, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Out-to-Out Width: 2.9m (9.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Underclear: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 27012, Location: 1.3 MI N OF JCT TH 7 (Lat: 44.956667, Lng: -93.346667), Route carried "under" structure: State highway 100, Year Built: 1978, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 115,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100, Facility Carried by Structure: Ped at 26th St Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.7m (127.0ft) Find on map >>
Structure Number: 27105, Location: 1.2 MI S OF JCT TH 7 (Lat: 44.928333, Lng: -93.350000), Route carried "under" structure: State highway 100, Year Built: 1968, Structure Length: 5.08m (16.67ft), Average Daily Traffic: 102,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100 & Vernon Ave, Facility Carried by Structure: PED at 41st St Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 27105, Location: 1.2 MI S OF JCT TH 7 (Lat: 44.928333, Lng: -93.350000), Route carried "under" structure: City street 503, Year Built: 1968, Structure Length: 5.08m (16.67ft), Average Daily Traffic: 200 (year 1974), Features Intersected: TH 100 & Vernon Ave, Facility Carried by Structure: PED at 41st St Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 27106, Location: 0.9 MI S OF JCT TH 7 (Lat: 44.930222, Lng: -93.349781), Route carried "under" structure: State highway 100, Year Built: 1968, Structure Length: 6.63m (21.75ft), Average Daily Traffic: 98,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100 & SB off ramp, Facility Carried by Structure: Excelsior Blvd Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft) Find on map >>
Structure Number: 27106, Location: 0.9 MI S OF JCT TH 7 (Lat: 44.930222, Lng: -93.349781), Route carried "under" structure: Ramp State highway 100, Year Built: 1968, Structure Length: 6.63m (21.75ft), Average Daily Traffic: 3,000 (year 1994), Features Intersected: TH 100 & SB off ramp, Facility Carried by Structure: Excelsior Blvd Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft) Find on map >>
Structure Number: 27109, Location: 0.4 MI S OF JCT TH 7 (Lat: 44.937639, Lng: -93.348994), Route carried "under" structure: State highway 100, Year Built: 1984, Structure Length: 8.88m (29.13ft), Average Daily Traffic: 98,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100 & rampS, Facility Carried by Structure: W 36th St Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.6m (152.9ft) Find on map >>
Structure Number: 27109, Location: 0.4 MI S OF JCT TH 7 (Lat: 44.937639, Lng: -93.348994), Route carried "under" structure: Ramp State highway 100, Year Built: 1984, Structure Length: 8.88m (29.13ft), Average Daily Traffic: 2,000 (year 1994), Features Intersected: TH 100 & rampS, Facility Carried by Structure: W 36th St Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.6m (152.9ft) Find on map >>
Structure Number: 27109, Location: 0.4 MI S OF JCT TH 7 (Lat: 44.937639, Lng: -93.348994), Route carried "under" structure: Ramp State highway 100, Year Built: 1984, Structure Length: 8.88m (29.13ft), Average Daily Traffic: 2,000 (year 1994), Features Intersected: TH 100 & rampS, Facility Carried by Structure: W 36th St Minimum Vertical Clearance: 0.57m (1.87ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.6m (152.9ft) Find on map >>
Structure Number: 27517, Location: 1.9 MI N OF JCT TH 7 (Lat: 44.954414, Lng: -93.400581), Route carried "under" structure: US 169, Year Built: 1964, Structure Length: 4.73m (15.52ft), Average Daily Traffic: 100,000 (year 2004), Truck Traffic: 7%, Features Intersected: US 169, Facility Carried by Structure: Cedar Lake Rd Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.7m (87.6ft) Find on map >>
Structure Number: 27531, Location: 0.8 MI N OF JCT TH 7 (Lat: 44.946083, Lng: -93.400581), Route carried "under" structure: County highway 5, Year Built: 1967, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 11,100 (year 2005), Features Intersected: Minnetonka Blvd, Facility Carried by Structure: US 169 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: 25.0m (82.0ft) Find on map >>
Structure Number: 27583, Location: 0.3 MI N OF JCT TH 7 (Lat: 44.939728, Lng: -93.396922), Route carried "under" structure: US 169, Year Built: 1983, Structure Length: 6.65m (21.82ft), Average Daily Traffic: 92,000 (year 2004), Truck Traffic: 7%, Features Intersected: US 169, Facility Carried by Structure: W 36th St Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft) Find on map >>
Structure Number: 27594, Location: 0.4 MI N OF JCT MSAS 282 (Lat: 44.941667, Lng: -93.370000), Route carried "under" structure: City street 276, Year Built: 1974, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 10,600 (year 2005), Features Intersected: MSAS 276(LOUISIANA AVE), Facility Carried by Structure: PEDESTRIAN Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.8m (71.5ft) Find on map >>
Structure Number: 27601, Location: 0.4 MI SE OF JCT TH 7 (Lat: 44.934256, Lng: -93.367536), Route carried "under" structure: City street 276, Year Built: 1979, Structure Length: 4.19m (13.75ft), Average Daily Traffic: 12,400 (year 2005), Features Intersected: LOUISIANA AVE (MSAS 276), Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 27602, Location: 0.4 MI SE OF JCT TH 7 (Lat: 44.934192, Lng: -93.367819), Route carried "under" structure: City street 276, Year Built: 1979, Structure Length: 4.19m (13.75ft), Average Daily Traffic: 12,400 (year 2005), Features Intersected: LOUISIANA AVE (MSAS 276), Facility Carried by Structure: SW REGIONAL TRAIL Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 27739, Location: AT THE JCT TH 169 & 394 (Lat: 44.973347, Lng: -93.400458), Route carried "under" structure: City street 394, Year Built: 1987, Structure Length: 4.43m (14.53ft), Average Daily Traffic: 600 (year 1987), Features Intersected: S Frontage Rd Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.5m (136.2ft) Find on map >>
Structure Number: 2774, Location: 0.1 MI S OF JCT TH 394 (Lat: 44.971519, Lng: -93.400075), Route carried "under" structure: City street 169, Year Built: 1987, Structure Length: 2.58m (8.46ft), Average Daily Traffic: 600 (year 1987), Features Intersected: South Frontage Rd Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 27742, Location: AT THE JCT TH 169 &394 (Lat: 44.973347, Lng: -93.400458), Route carried "under" structure: Interstate 394, Year Built: 1987, Structure Length: 8.68m (28.48ft), Average Daily Traffic: 132,000 (year 2004), Truck Traffic: 4%, Features Intersected: I 394 & N-S Collector Rd, Facility Carried by Structure: US 169 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft) Find on map >>
Structure Number: 27742, Location: AT THE JCT TH 169 &394 (Lat: 44.973347, Lng: -93.400458), Route carried "under" structure: Ramp Interstate 394, Year Built: 1987, Structure Length: 8.68m (28.48ft), Average Daily Traffic: 5,000 (year 1994), Features Intersected: I 394 & N-S Collector Rd, Facility Carried by Structure: US 169 Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft) Find on map >>
Structure Number: 27742, Location: AT THE JCT TH 169 &394 (Lat: 44.973347, Lng: -93.400458), Route carried "under" structure: Ramp Interstate 394, Year Built: 1987, Structure Length: 8.68m (28.48ft), Average Daily Traffic: 5,000 (year 1994), Features Intersected: I 394 & N-S Collector Rd, Facility Carried by Structure: US 169 Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft) Find on map >>
Structure Number: 27746, Location: 0.8 MI W OF JCT TH 100 (Lat: 44.970017, Lng: -93.356644), Route carried "under" structure: Interstate 394, Year Built: 1988, Structure Length: 9.67m (31.73ft), Average Daily Traffic: 134,000 (year 2004), Truck Traffic: 4%, Features Intersected: I 394 & Collector Rd's, Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 46.4m (152.2ft) Find on map >>
Structure Number: 27746, Location: 0.8 MI W OF JCT TH 100 (Lat: 44.970017, Lng: -93.356644), Route carried "under" structure: Interstate 394, Year Built: 1988, Structure Length: 9.67m (31.73ft), Average Daily Traffic: 1,500 (year 1994), Features Intersected: I 394 & Collector Rd's, 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: 46.4m (152.2ft) Find on map >>
Structure Number: 27746, Location: 0.8 MI W OF JCT TH 100 (Lat: 44.970017, Lng: -93.356644), Route carried "under" structure: Interstate 394, Year Built: 1988, Structure Length: 9.67m (31.73ft), Average Daily Traffic: 1,500 (year 1994), Features Intersected: I 394 & Collector Rd's, Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 46.4m (152.2ft) Find on map >>
Structure Number: 27747, Location: 0.4 MI W OF JCT TH 100 (Lat: 44.970481, Lng: -93.351111), Route carried "under" structure: Interstate 394, Year Built: 1988, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 134,000 (year 2004), Truck Traffic: 4%, Features Intersected: I 394 & Collector Rd's, Facility Carried by Structure: Park Place Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.6m (136.5ft) Find on map >>
Structure Number: 27747, Location: 0.4 MI W OF JCT TH 100 (Lat: 44.970481, Lng: -93.351111), Route carried "under" structure: Interstate 394, Year Built: 1988, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 1,500 (year 1994), Features Intersected: I 394 & Collector Rd's, Facility Carried by Structure: Park Place Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.6m (136.5ft) Find on map >>
Structure Number: 27747, Location: 0.4 MI W OF JCT TH 100 (Lat: 44.970481, Lng: -93.351111), Route carried "under" structure: Interstate 394, Year Built: 1988, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 1,500 (year 1994), Features Intersected: I 394 & Collector Rd's, Facility Carried by Structure: Park Place Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.6m (136.5ft) Find on map >>
Structure Number: 27786, Location: 0.6 MI S OF JCT TH 394 (Lat: 44.961878, Lng: -93.344006), Route carried "under" structure: City street 296, Year Built: 1989, Structure Length: 7.43m (24.38ft), Average Daily Traffic: 11,100 (year 2005), Features Intersected: BNSF RR & City Streets, Facility Carried by Structure: TH 100 W frontage Minimum Vertical Clearance: 6.95m (22.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, 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: 27786, Location: 0.6 MI S OF JCT TH 394 (Lat: 44.961878, Lng: -93.344006), Route carried "under" structure: City street 348, Year Built: 1989, Structure Length: 7.43m (24.38ft), Average Daily Traffic: 500 (year 1974), Features Intersected: BNSF RR & City Streets, Facility Carried by Structure: TH 100 W frontage Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, 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: 27787, Location: 0.6 MI S OF JCT TH 394 (Lat: 44.962228, Lng: -93.343894), Route carried "under" structure: City street 296, Year Built: 1989, Structure Length: 7.43m (24.38ft), Average Daily Traffic: 11,100 (year 2005), Features Intersected: BNSF RR & City Streets, Facility Carried by Structure: TH 100 E Frontage Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, 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: 27787, Location: 0.6 MI S OF JCT TH 394 (Lat: 44.962228, Lng: -93.343894), Route carried "under" structure: City street 348, Year Built: 1989, Structure Length: 7.43m (24.38ft), Average Daily Traffic: 500 (year 1974), Features Intersected: BNSF RR & City Streets, Facility Carried by Structure: TH 100 E Frontage Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Structure Number: 27B46, Location: 0.28 MI E JCT MN 100, Route carried "under" structure: County highway 25, Year Built: 2007, Structure Length: 19.26m (63.19ft), Average Daily Traffic: 1 (year ), Features Intersected: CSAH 25; FRONTAGE RDS., Facility Carried by Structure: PED / BIKE
Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 29.4m (96.5ft) Structure Number: 27B46, Location: 0.28 MI E JCT MN 100, Route carried "under" structure: County highway 25, Year Built: 2007, Structure Length: 19.26m (63.19ft), Average Daily Traffic: 1 (year ), Features Intersected: CSAH 25; FRONTAGE RDS., Facility Carried by Structure: PED / BIKE
Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 29.4m (96.5ft) Structure Number: 27B46, Location: 0.28 MI E JCT MN 100, Route carried "under" structure: County highway 25, Year Built: 2007, Structure Length: 19.26m (63.19ft), Average Daily Traffic: 1 (year ), Features Intersected: CSAH 25; FRONTAGE RDS., Facility Carried by Structure: PED / BIKE
Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 29.4m (96.5ft) Find on map >>
Structure Number: 5199, Location: 0.9 MI SW OF JCT TH 100 (Lat: 44.938303, Lng: -93.362742), Route carried "under" structure: State highway 7, Year Built: 1934, Structure Length: 2.73m (8.96ft), Average Daily Traffic: 35,000 (year 2004), Truck Traffic: 3%, Features Intersected: TH 7, Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 26.4m (86.6ft) Find on map >>
Structure Number: 5199A, Location: 0.9 MI SW OF JCT TH 100 (Lat: 44.937717, Lng: -93.362419), Route carried "under" structure: State highway 7, Year Built: 1934, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 200 (year 1994), Features Intersected: MN 7(FRTG RD), Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 3.84m (12.60ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 8.2m (26.9ft) Find on map >>
Structure Number: 5308, Location: 0.2 MI S OF JCT TH 7 (Lat: 44.940747, Lng: -93.348208), Route carried "under" structure: State highway 100, Year Built: 1936, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 98,000 (year 2004), Truck Traffic: 2%, Features Intersected: MN 100, Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft) Find on map >>
Structure Number: 5309, Location: 0.2 MI S OF JCT TH 7 (Lat: 44.940431, Lng: -93.347911), Route carried "under" structure: State highway 100, Year Built: 1936, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 98,000 (year 2004), Truck Traffic: 2%, Features Intersected: MN 100, Facility Carried by Structure: UP RR Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.9m (52.2ft) Find on map >>
Structure Number: 531, Location: 1.3 MI N OF JCT TH 7 (Lat: 44.962106, Lng: -93.344558), Route carried "under" structure: City street 296, Year Built: 1936, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 11,100 (year 2005), Features Intersected: BNSF, CEDAR LK & 23rd, Facility Carried by Structure: TH 100 Minimum Vertical Clearance: 6.55m (21.49ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 531, Location: 1.3 MI N OF JCT TH 7 (Lat: 44.962106, Lng: -93.344558), Route carried "under" structure: City street 348, Year Built: 1936, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 500 (year 1974), Features Intersected: BNSF, CEDAR LK & 23rd, Facility Carried by Structure: TH 100 Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 5462, Location: AT JCT TH 100 & 7 (Lat: 44.943628, Lng: -93.347822), Route carried "under" structure: State highway 100, Year Built: 1939, Structure Length: 5.80m (19.03ft), Average Daily Traffic: 98,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100, Facility Carried by Structure: TH 7 (CSAH 25) Minimum Vertical Clearance: 4.33m (14.21ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 16.0m (52.5ft) Find on map >>
Structure Number: 5598, Location: 0.3 N OF JCT TH 7 (Lat: 44.948525, Lng: -93.347714), Route carried "under" structure: State highway 100, Year Built: 1939, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 105,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100, Facility Carried by Structure: Minnetonka Blvd Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 13.5m (44.3ft) Find on map >>
Structure Number: 90457, Location: 0.5 MI W OF JCT TH 100 (Lat: 44.949478, Lng: -93.357433), Route carried "under" structure: County highway 5, Year Built: 1913, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 15,200 (year 2005), Features Intersected: CSAH 5(MINNETONKA BLVD), Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 4.21m (13.81ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 9.1m (29.9ft) Find on map >>
Structure Number: 90673, Location: 0.2 MI S OF JCT CSAH 16 (Lat: 44.954383, Lng: -93.383194), Route carried "under" structure: City street 275, Year Built: 1924, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 4,700 (year 2005), Features Intersected: VIRGINIA AVE (MSAS 275), Facility Carried by Structure: BNSF RAILROAD Minimum Vertical Clearance: 3.63m (11.91ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 5.0m (16.4ft) Find on map >>
Structure Number: 90674, Location: 0.4 MI N OF JCT CSAH 3 (Lat: 44.933469, Lng: -93.359008), Route carried "under" structure: City street 304, Year Built: 1917, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 1,450 (year 2005), Features Intersected: CAMBRIDGE ST (MSAS 304), Facility Carried by Structure: CP RAILWAY Minimum Vertical Clearance: 4.11m (13.48ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft) Discuss this city on our hugely popular Minnesota forum Back to: St. Louis Park, MN, Minnesota, All US cities.
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