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Bridge Statistics for Bemidji, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Bemidji, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 159 meters (522ft) Total costs: $808,000 Total average daily traffic: 104,580 Total average daily truck traffic: 5,025 National Bridge Inventory (NBI) Registered Bridges for Bemidji
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 4007, Location: 0.5 MI NW OF N JCT TH 71 (Lat: 47.498689, Lng: -94.922675), Route carried "on" structure: US 2, Year Built: 1978, Status: Open, Structure Length: 10.63m (34.88ft), Average Daily Traffic: 2,200 (year 2004), Truck Traffic: 13%, Design Load: HS 20, Features Intersected: OLD TH 2 EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 49.5m (162.4ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than 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: April 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: 4008, Location: AT THE N JCT TH 71 (Lat: 47.491553, Lng: -94.920539), Route carried "on" structure: Ramp US 71, Year Built: 1978, Status: Open, Structure Length: 14.61m (47.93ft), Average Daily Traffic: 2,650 (year 1998), Truck Traffic: 5%, Design Load: HS 20, Features Intersected: US 2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 43.1m (141.4ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.6 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 4009, Location: 3.7 MI NW OF S JCT TH 71 (Lat: 47.468553, Lng: -94.915867), Route carried "on" structure: US 2, Year Built: 1978, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 4,850 (year 2004), Truck Traffic: 11%, Design Load: HS 20, Features Intersected: CSAH 7 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: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 99.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.4 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: April 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: 401, Location: 3.7 MI NW OF S JCT TH 71 (Lat: 47.468542, Lng: -94.915458), Route carried "on" structure: US 2, Year Built: 1978, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 4,850 (year 2004), Truck Traffic: 11%, Design Load: HS 20, Features Intersected: CSAH 7 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: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 99.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 4011, Location: 2.6 MI NW OF S JCT TH 71 (Lat: 47.456650, Lng: -94.906667), Route carried "on" structure: County highway 11, Year Built: 1979, Status: Open, Structure Length: 13.08m (42.91ft), Average Daily Traffic: 2,500 (year 2003), Design Load: HS 20, Features Intersected: US 2 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: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 4022, Location: In Bemidji (Lat: 47.467542, Lng: -94.877394), Route carried "on" structure: State highway 197, Year Built: 2002, Status: Open, Structure Length: 6.03m (19.78ft), Average Daily Traffic: 11,200 (year 2004), Truck Traffic: 1%, Design Load: HS 25, Features Intersected: Mississippi River 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: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.5m (90.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.4m (11.2ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 66.6 metric tons, Inventory Rating: 41.4 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2007, Underwater Inspection Date: June 2004, Bridge Improvement Cost: $1,022,000, 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: 4023, Location: 4.7 MI NW OF S JCT TH 71 (Lat: 47.483114, Lng: -94.919497), Route carried "on" structure: County highway 6, Year Built: 1978, Status: Open, Structure Length: 8.59m (28.18ft), Average Daily Traffic: 3,450 (year 2003), Design Load: HS 20, Features Intersected: US 2 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: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.4m (106.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 99.8 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: Equal to present minimum 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: April 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: 4024, Location: In Bemidi (Lat: 47.467494, Lng: -94.877483), Route carried "on" structure: State highway 197, Year Built: 2002, Status: Open, Structure Length: 6.08m (19.95ft), Average Daily Traffic: 11,200 (year 2004), Truck Traffic: 1%, Design Load: HS 25, Features Intersected: Mississippi River 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: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2007, Underwater Inspection Date: June 2004, 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: 4514, Location: 0.6 MI NE OF JCT CSAH 12 (Lat: 47.491622, Lng: -94.832114), Route carried "on" structure: County highway 19, Year Built: 1984, Status: Open, Structure Length: 5.57m (18.27ft), Average Daily Traffic: 2,050 (year 2003), Design Load: HS 20, Features Intersected: MISSISSIPPI RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 62.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4515, Location: 0.2 MI S OF JCT CSAH 7 (Lat: 47.468544, Lng: -94.885381), Route carried "on" structure: City street 108, Year Built: 1985, Status: Open, Structure Length: 18.85m (61.84ft), Average Daily Traffic: 580 (year 2003), Design Load: HS 20, Features Intersected: BNSF RR & CP RAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2366, Location: SE OF JCT 2ND STREET (Lat: 47.466917, Lng: -94.878328), Route carried "on" structure: City street 110, Year Built: 1916, Status: Posted for load, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 4,900 (year 2003), Features Intersected: MISSISSIPPI RIVER 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: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 29.0 metric tons, Inventory Rating: 19.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2007, Underwater Inspection Date: August 2007, Bridge Improvement Cost: $606,000, Roadway Improvement Cost: $53,000, Total Project Cost: $808,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4007, Location: 0.5 MI NW OF N JCT TH 71 (Lat: 47.498689, Lng: -94.922675), Route carried "under" structure: State highway 197, Year Built: 1978, Structure Length: 10.63m (34.88ft), Average Daily Traffic: 6,750 (year 2004), Truck Traffic: 2%, Features Intersected: OLD TH 2 EB, Facility Carried by Structure: US 2 WB Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 49.5m (162.4ft) Find on map >>
Structure Number: 4008, Location: AT THE N JCT TH 71 (Lat: 47.491553, Lng: -94.920539), Route carried "under" structure: US 2, Year Built: 1978, Structure Length: 14.61m (47.93ft), Average Daily Traffic: 4,400 (year 2004), Truck Traffic: 11%, Features Intersected: US 2, Facility Carried by Structure: US 71 RAMP Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.1m (141.4ft) Find on map >>
Structure Number: 4009, Location: 3.7 MI NW OF S JCT TH 71 (Lat: 47.468553, Lng: -94.915867), Route carried "under" structure: County highway 7, Year Built: 1978, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 5,800 (year 2003), Features Intersected: CSAH 7, Facility Carried by Structure: US 2 WB Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 401, Location: 3.7 MI NW OF S JCT TH 71 (Lat: 47.468542, Lng: -94.915458), Route carried "under" structure: County highway 7, Year Built: 1978, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 5,800 (year 2003), Features Intersected: CSAH 7, Facility Carried by Structure: US 2 EB Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 4011, Location: 2.6 MI NW OF S JCT TH 71 (Lat: 47.456650, Lng: -94.906667), Route carried "under" structure: US 2, Year Built: 1979, Structure Length: 13.08m (42.91ft), Average Daily Traffic: 9,700 (year 2004), Truck Traffic: 11%, Features Intersected: US 2, Facility Carried by Structure: CSAH 11 Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft) Find on map >>
Structure Number: 4023, Location: 4.7 MI NW OF S JCT TH 71 (Lat: 47.483114, Lng: -94.919497), Route carried "under" structure: US 2, Year Built: 1978, Structure Length: 8.59m (28.18ft), Average Daily Traffic: 13,300 (year 2004), Truck Traffic: 11%, Features Intersected: US 2, Facility Carried by Structure: CSAH 6 Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.4m (106.3ft) Find on map >>
Structure Number: 4025, Location: 0.9 mi N of jct TH 2 (Lat: 47.445644, Lng: -94.863664), Route carried "under" structure: State highway 197, Year Built: 2003, Structure Length: 4.22m (13.85ft), Average Daily Traffic: 8,400 (year 2004), Truck Traffic: 2%, Features Intersected: TH 197, Facility Carried by Structure: Paul Bunyan Trail Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.1m (134.8ft) Discuss this city on our hugely popular Minnesota forum Back to: Bemidji, MN, Minnesota, All US cities.
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