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Bridge Statistics for Hugo, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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National Bridge Inventory (NBI) Statistics
Number of bridges: 10
Total length: 6 meters (20ft)
Total costs: $138,000
Total average daily traffic: 13,924
Total average daily truck traffic: 553
National Bridge Inventory (NBI) Registered Bridges for Hugo

New bridges - Historical Statistics

  • 1920-1929: 2
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 1
  • 1970-1979: 0
  • 1980-1989: 2
  • 1990-1999: 1
  • 2000-2009: 4

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 6198,  Location: 3.3 MI N OF HUGO (Lat: 45.208503,  Lng: -92.979914),  Route carried "on" structure: US 61,  Year Built: 1925,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 7,900 (year 2004),  Truck Traffic: 7%,  Design Load: H 15,  Features Intersected: HARDWOOD CREEK
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: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $86,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $60,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82513,  Location: btwn Forst Rd & TH 10 (Lat: 45.205556,  Lng: -92.984167),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.51m (4.95ft),  Design Load: Pedestrian,  Features Intersected: Hardwood Creek,  Facility Carried by Structure: Hardwood Crk Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Owner: Local Park, Forest, or Reservation Agency,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 82J09,  Location: 1.6 MI E OF JCT US 61 (Lat: 44.195000,  Lng: -92.946667),  Route carried "on" structure: County highway 4,  Year Built: 2002,  Status: Open,  Structure Length: 0.36m (1.18ft),  Average Daily Traffic: 3,100 (year 2005),  Design Load: HS 25,  Features Intersected: Harcwood Crk (JD # 2)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 58.8 metric tons,  Inventory Rating: 39.2 metric tons,  Structural Evaluation: Superior to present desirable 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 12 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $37,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82J11,  Location: 1.7 MI E OF JCT TH 61 (Lat: 45.188333,  Lng: -92.950000),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.47m (1.54ft),  Average Daily Traffic: 1,911 (year 2001),  Design Load: HS 25,  Features Intersected: Hardwood Crk (JD # 2),  Facility Carried by Structure: 165th St
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: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 68.6 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 82J12,  Location: 0.6 MI W OF JCT MSAS 106 (Lat: 45.179167,  Lng: -92.956667),  Route carried "on" structure: City street 104,  Year Built: 2003,  Status: Open,  Structure Length: 0.47m (1.54ft),  Average Daily Traffic: 420 (year 2005),  Design Load: HS 25,  Features Intersected: Hardwood Crk (JD # 2)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 68.6 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9772,  Location: 0.1 MI S OF JCT 170TH ST (Lat: 45.159047,  Lng: -93.020250),  Route carried "on" structure: City street 34,  Year Built: 1995,  Status: Open,  Structure Length: 0.41m (1.35ft),  Average Daily Traffic: 110 (year 1993),  Design Load: HS 25,  Features Intersected: HARDWOOD 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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 68.6 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: L818,  Location: 1.3 MI NW OF JCT TH61 (Lat: 45.137256,  Lng: -93.014786),  Route carried "on" structure: City street 55,  Year Built: 1963,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 324 (year 1987),  Features Intersected: CLEARWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.3m (4.3ft)

Condition: Channel: Poor,  Culverts: Poor,  Operating Rating: 35.9 metric tons,  Inventory Rating: 26.1 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $81,000,  Total Project Cost: $50,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: L8186,  Location: 0.2 MI S OF 180TH ST (Lat: 45.208333,  Lng: -92.981667),  Route carried "on" structure: City street 62,  Year Built: 1920,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 61 (year 1987),  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.4 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $59,000,  Total Project Cost: $28,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: L9973,  Location: 1.4 MI W OF JCT TH 61 (Lat: 45.189133,  Lng: -93.012850),  Route carried "on" structure: City street 21,  Year Built: 1980,  Status: Open,  Structure Length: 0.40m (1.31ft),  Average Daily Traffic: 49 (year 1987),  Design Load: HS 20,  Features Intersected: HARDWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Very 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: L9974,  Location: 1.6 MI W OF JCT TH 61 (Lat: 45.189208,  Lng: -93.016647),  Route carried "on" structure: City street 21,  Year Built: 1980,  Status: Open,  Structure Length: 0.40m (1.31ft),  Average Daily Traffic: 49 (year 1987),  Design Load: HS 20,  Features Intersected: HARDWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Very 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Wearing Surface/Protective System: Wearing Surface: Gravel

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