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Bridge Statistics for Northfield, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Northfield, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 49 meters (161ft) Total costs: $1,267,000 Total average daily traffic: 71,116 Total average daily truck traffic: 2,982 National Bridge Inventory (NBI) Registered Bridges for Northfield
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1232, Location: 0.1 MI E OF JCT TH 3 (Lat: 44.456600, Lng: -93.161189), Route carried "on" structure: City street 92, Year Built: 1914, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 5,850 (year 1989), Design Load: HS 15, Features Intersected: CANNON RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 29.4 metric tons, Inventory Rating: 19.6 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: May 2007, Underwater Inspection Date: October 2007, Bridge Improvement Cost: $728,000, Roadway Improvement Cost: $48,000, Total Project Cost: $528,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 66001, Location: 0.3 MI N OF N JCT TH 19 (Lat: 44.462417, Lng: -93.160922), Route carried "on" structure: State highway 3, Year Built: 1965, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 15,300 (year 2004), Truck Traffic: 4%, Design Load: HS 20, Features Intersected: UP RR 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: 15.8m (51.8ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.4m (109.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 66505, Location: 0.1 MI E OF JCT TH 3 (Lat: 44.455083, Lng: -93.162644), Route carried "on" structure: City street 108, Year Built: 1964, Status: Open, Structure Length: 7.49m (24.57ft), Average Daily Traffic: 6,000 (year 2005), Design Load: H 20, Features Intersected: CANNON RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2006, Underwater Inspection Date: October 2007, Bridge Improvement Cost: $1,373,000, Roadway Improvement Cost: $35,000, Total Project Cost: $386,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 66509, Location: 0.1 MI E OF N JCT TH 3 (Lat: 44.458433, Lng: -93.160050), Route carried "on" structure: State highway 19, Year Built: 1973, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 8,500 (year 2004), Truck Traffic: 9%, Design Load: HS 20, Features Intersected: CANNON 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: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.9m (144.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2007, Underwater Inspection Date: April 2004, Bridge Improvement Cost: $1,041,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 66519, Location: 0.1 MI W OF JCT TH 3 (Lat: 44.464094, Lng: -93.161428), Route carried "on" structure: City street 111, Year Built: 1979, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 5,600 (year 2005), Design Load: HS 20, Features Intersected: CP RAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: Meets minimum limits, Approach Roadway Alignment: Equal to 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 Find on map >>
Structure Number: 66J19, Location: 0.9 MI S OF CSAH 28 (Lat: 44.437033, Lng: -93.150939), Route carried "on" structure: City street _, Year Built: 2004, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 40 (year 2002), Design Load: HS 25, Features Intersected: SPRING CREEK, Facility Carried by Structure: MAPLE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 68.6 metric tons, Inventory Rating: 40.8 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $69,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 66J39, Location: IN NORTHFIELD (Lat: 44.438250, Lng: -93.145750), Route carried "on" structure: City street 117, Year Built: 2004, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,550 (year 2005), Design Load: HS 25, Features Intersected: SPRING CREEK, Facility Carried by Structure: JEFFERSON PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 68.6 metric tons, Inventory Rating: 40.8 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $79,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 66J4, Location: IN NORTHFIELD (Lat: 44.434825, Lng: -93.152247), Route carried "on" structure: City street _, Year Built: 2004, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 40 (year 2005), Design Load: HS 25, Features Intersected: SPRING CREEK, Facility Carried by Structure: SOUTHBRIDGE DR 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Very good, 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $69,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 66J41, Location: IN NORTHFIELD (Lat: 44.432778, Lng: -93.154203), Route carried "on" structure: City street _, Year Built: 2004, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10 (year 2005), Design Load: HS 25, Features Intersected: SPRING CREEK, Facility Carried by Structure: FORD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Very good, 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $69,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6865, Location: 0.2 MI S OF S JCT TH 19 (Lat: 44.453278, Lng: -93.166031), Route carried "on" structure: State highway 3, Year Built: 1956, Status: Open, Structure Length: 8.01m (26.28ft), Average Daily Traffic: 20,900 (year 2004), Truck Traffic: 6%, Design Load: HS 20, Features Intersected: CANNON RIVER 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: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), 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: 19.7m (64.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2007, Underwater Inspection Date: April 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 8096, Location: 0.6 MI NE OF N JCT TH 3 (Lat: 44.463953, Lng: -93.153853), Route carried "on" structure: State highway 19, Year Built: 1918, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,900 (year 2004), Truck Traffic: 9%, Design Load: H 15, Features Intersected: SPRING 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: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.4 metric tons, Inventory Rating: 19.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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 12 months, Inspection Date: May 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 88048, Location: 1.4 MI SW OF JCT TH 3 (Lat: 44.446781, Lng: -93.187606), Route carried "on" structure: County highway 78, Year Built: 1955, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 1,850 (year 2005), Features Intersected: HEATH 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 29.4 metric tons, Inventory Rating: 19.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $5,000, Total Project Cost: $64,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 88049, Location: 0.8 MI E OF JCT TH 19 (Lat: 44.456872, Lng: -93.144853), Route carried "on" structure: County highway 79, Year Built: 1920, Status: Open, Structure Length: 0.49m (1.61ft), Average Daily Traffic: 1,000 (year 2005), Features Intersected: SPRING CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.3m (7.5ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 44.1 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 96271, Location: BETWEEN 2ND & 3RD ST (Lat: 44.457489, Lng: -93.160650), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 5.99m (19.65ft), Average Daily Traffic: 1 (year 1996), Design Load: Pedestrian, Features Intersected: CANNON RIVER, Facility Carried by Structure: PED Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Owner: City or Municipal Highway Agency, Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Out-to-Out Width: 3.4m (11.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Waterway Adequacy: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2006, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: L2764, Location: 0.1 MI N OF JCT CSAH 28 (Lat: 44.449331, Lng: -93.140700), Route carried "on" structure: City street 74, Year Built: 1965, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 100 (year 1985), Design Load: H 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: 124(SPRING CRK RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 29.4 metric tons, Inventory Rating: 19.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: L2765, Location: 0.1 MI S OF JCT CSAH 28 (Lat: 44.446069, Lng: -93.140675), Route carried "on" structure: City street 124, Year Built: 1930, Status: Open, Structure Length: 0.54m (1.77ft), Average Daily Traffic: 475 (year 2005), Features Intersected: SPRING CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $3,000, Total Project Cost: $34,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel Discuss this city on our hugely popular Minnesota forum Back to: Northfield, MN, Minnesota, All US cities.
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