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Bridge Statistics for Hopkins, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Hopkins, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 22 Total length: 143 meters (469ft) Total costs: $5,129,000 Total average daily traffic: 512,105 Total average daily truck traffic: 21,460 National Bridge Inventory (NBI) Registered Bridges for Hopkins
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 27033, Location: AT THE JCT TH 7 & 169 (Lat: 44.934264, Lng: -93.396758), Route carried "on" structure: State highway 7, Year Built: 1981, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 37,000 (year 2004), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: US 169 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 32.5m (106.6ft), Out-to-Out Width: 36.4m (119.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 27068, Location: 0.1 MI NE OF JCT TH 169 (Lat: 44.935000, Lng: -93.395000), Route carried "on" structure: State highway 7, Year Built: 1981, Status: Open, Structure Length: 4.59m (15.06ft), Average Daily Traffic: 37,000 (year 2004), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: Recreation Trail 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: 31.1m (102.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 33.9m (111.2ft), Out-to-Out Width: 44.0m (144.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: 27193, Location: 0.3 MI NE OF JCT TH 169 (Lat: 44.935092, Lng: -93.389878), Route carried "on" structure: State highway 7, Year Built: 1981, Status: Open, Structure Length: 2.55m (8.37ft), Average Daily Traffic: 37,000 (year 2004), Truck Traffic: 3%, Design Load: HS 20, 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: 31.1m (102.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 32.1m (105.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.1 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, Waterway Adequacy: Equal to present desirable 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27574, Location: 0.3 MI W OF JCT CSAH 20 (Lat: 44.934497, Lng: -93.389206), Route carried "on" structure: City street 25, Year Built: 1971, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,800 (year 1987), Design Load: HS 20, Features Intersected: Minnehaha Creek, Facility Carried by Structure: Cambridge Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 27586, Location: 1.0 MI S OF JCT TH 7 (Lat: 44.923117, Lng: -93.401506), Route carried "on" structure: US 169, Year Built: 1978, Status: Open, Structure Length: 32.35m (106.14ft), Average Daily Traffic: 83,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: Excelsior, 3RD ST, & RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 1, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 27.7m (90.9ft), Out-to-Out Width: 29.8m (97.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 32.40m (106.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $10,278,000, Total Project Cost: $5,095,000 ( 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: 27587, Location: 0.5 MI S OF JCT TH 7 (Lat: 44.927778, Lng: -93.399278), Route carried "on" structure: US 169, Year Built: 1980, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 88,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20, Features Intersected: 2nd St NE 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: 28.7m (94.2ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.7m (97.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 31.3m (102.7ft), Out-to-Out Width: 33.1m (108.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.1 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: 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: 27617, Location: 0.2 MI S OF JCT TH 7 (Lat: 44.932122, Lng: -93.385633), Route carried "on" structure: County highway 20, Year Built: 1978, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 18,300 (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: County Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.3m (63.3ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 27.5m (90.2ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.4 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: Better than 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 Find on map >>
Structure Number: 27672, Location: 0.2 MI N OF JCT CSAH 5 (Lat: 44.947694, Lng: -93.421044), Route carried "on" structure: County highway 73, Year Built: 1987, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 12,900 (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: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.0m (98.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 72.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: June 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: 27A57, Location: 0.1 mi E of jct CSAH 20 (Lat: 44.931111, Lng: -93.384444), Route carried "on" structure: City street 165, Year Built: 2002, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 1,375 (year 2002), Design Load: HS 25, 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: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: November 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: 27B32, Location: 0.2 MI S JCT CSAH 16 (Lat: 44.948333, Lng: -93.420833), Route carried "on" structure: County highway 73, Year Built: 2007, Status: Open, Structure Length: 4.83m (15.85ft), Average Daily Traffic: 14,000 (year 2005), Average Future Daily Traffic: 16,600 (year 2025), Features Intersected: BNSF RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.2m (66.3ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 49.0 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 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: 92727, Location: 0.1 MI W OF JCT 11TH AVE (Lat: 44.917072, Lng: -93.416875), Route carried "on" structure: City street 354, Year Built: 1964, Status: Open, Structure Length: 0.47m (1.54ft), Average Daily Traffic: 3,350 (year 2005), Features Intersected: N Branch Nine Mile Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 1.9m (6.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft) Condition: Channel: Poor, Culverts: Serious, Operating Rating: 29.4 metric tons, Inventory Rating: 19.6 metric tons, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $49,000 Find on map >>
Structure Number: 93947, Location: 0.1 MI E OF JCT 11TH AVE (Lat: 44.913444, Lng: -93.413375), Route carried "on" structure: City street 347, Year Built: 1987, Status: Open, Structure Length: 0.36m (1.18ft), Average Daily Traffic: 1,250 (year 2005), Design Load: HS 20, Features Intersected: N Branch Nine Mile Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006 Find on map >>
Structure Number: 93947A, Location: 0.1 MI E OF JCT 11TH AVE (Lat: 44.913444, Lng: -93.413397), Route carried "on" structure: City street 347, Year Built: 1994, Status: Open, Structure Length: 0.36m (1.18ft), Average Daily Traffic: 1,250 (year 2005), Design Load: HS 20, Features Intersected: N Branch Nine Mile Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006 Find on map >>
Structure Number: 93989, Location: 0.1 MI S OF JCT 6TH ST S (Lat: 44.914417, Lng: -93.414214), Route carried "on" structure: City street 346, Year Built: 1988, Status: Open, Structure Length: 0.40m (1.31ft), Average Daily Traffic: 11,200 (year 2005), Design Load: HS 20, Features Intersected: N Branch Nine Mile 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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.5m (11.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Better than 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: November 2006, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $1,000, Total Project Cost: $19,000 ( Estimate for 2006) Find on map >>
Structure Number: 96843, Location: 0.1 MI W OF 11TH AVE S (Lat: 44.920822, Lng: -93.416722), Route carried "on" structure: County highway 3, Year Built: 1989, Status: Open, Structure Length: 0.41m (1.35ft), Average Daily Traffic: 16,200 (year 2005), Design Load: HS 20, Features Intersected: N Branch Nine Mile Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior 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: November 2006, Bridge Improvement Cost: $43,000, Total Project Cost: $15,000 ( Estimate for 2006) Find on map >>
Structure Number: 97789, Location: 0.1 MI S OF JCT 6TH ST S (Lat: 44.914389, Lng: -93.414214), Route carried "on" structure: City street 346, Year Built: 1994, Status: Open, Structure Length: 0.47m (1.54ft), Average Daily Traffic: 11,200 (year 2005), Design Load: HS 20, Features Intersected: N Branch Nine Mile 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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006 Find on map >>
Structure Number: R024, Location: 0.1 MI S OF JCT 7TH ST (Lat: 44.911603, Lng: -93.411544), Route carried "on" structure: City street 52, Year Built: 1988, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 500 (year 1987), Design Load: H 20, Features Intersected: N Branch Nine Mile Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006 Find on map >>
Structure Number: 27033, Location: AT THE JCT TH 7 & 169 (Lat: 44.934264, Lng: -93.396758), Route carried "under" structure: US 169, Year Built: 1981, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 88,000 (year 2004), Truck Traffic: 7%, Features Intersected: US 169, Facility Carried by Structure: TH 7 Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft) Find on map >>
Structure Number: 27586, Location: 1.0 MI S OF JCT TH 7 (Lat: 44.923117, Lng: -93.401506), Route carried "under" structure: County highway 3, Year Built: 1978, Structure Length: 32.35m (106.14ft), Average Daily Traffic: 26,100 (year 2005), Features Intersected: Excelsior, 3RD ST, & RR, Facility Carried by Structure: US 169 Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft) Find on map >>
Structure Number: 27586, Location: 1.0 MI S OF JCT TH 7 (Lat: 44.923117, Lng: -93.401506), Route carried "under" structure: City street 91, Year Built: 1978, Structure Length: 32.35m (106.14ft), Average Daily Traffic: 6,180 (year 1986), Features Intersected: Excelsior, 3RD ST, & RR, Facility Carried by Structure: US 169 Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft) Find on map >>
Structure Number: 27587, Location: 0.5 MI S OF JCT TH 7 (Lat: 44.927778, Lng: -93.399278), Route carried "under" structure: City street 350, Year Built: 1980, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 5,300 (year 2005), Features Intersected: 2nd St NE, 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: 29.7m (97.4ft) Find on map >>
Structure Number: 2767, Location: 0.3 MI S OF EXCELSIOR AV (Lat: 44.916608, Lng: -93.414222), Route carried "under" structure: City street 346, Year Built: 1988, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 11,200 (year 2005), Features Intersected: 11TH AVE (MSAS 346), Facility Carried by Structure: CP RAILWAY Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.1m (75.8ft) Discuss this city on our hugely popular Minnesota forum Back to: Hopkins, MN, Minnesota, All US cities.
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