Bridge Statistics for Princeton, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 299ft / 91.4mTotal length
- 187,007Total average daily traffic
- 9,494Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Princeton
- No street view available for this location
- New bridges - historical statistics
- 191970-1979
- 11990-1999
- 22000-2009
- 32010-2019
- Bridge Condition - Deck
- 6.3%Very good
- 43.8%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 6.3%Very good
- 87.5%Good
- 6.3%Satisfactory
- Bridge Condition - Substructure
- 6.3%Very good
- 75.0%Good
- 12.5%Satisfactory
- 6.3%Fair
- Bridge Condition - Channel
- 10.0%Excellent
- 30.0%Very good
- 60.0%Good
Find on map >> Show street view
Structure Number: 48001, Location: 0.9 MI E OF JCT TH 169 (Lat: 45.574056, Lng: -93.581542), Route carried "on" structure: State highway 95, Year Built: 1979, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 8,265 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 7,800 (year 2039), Design Load: HS 20, Features Intersected: W BR RUM RIVER
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: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48001, Location: 0.9 MI E OF JCT TH 169 (Lat: 45.574056, Lng: -93.581542), Route carried "on" structure: State highway 95, Year Built: 1979, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 8,265 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 7,800 (year 2039), Design Load: HS 20, Features Intersected: W BR RUM RIVER
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: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 48009, Location: 0.5 MI S OF JCT TH 95 (Lat: 45.569953, Lng: -93.598586), Route carried "on" structure: US 169, Year Built: 1979, Status: Open, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 9,150 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 9,150 (year 2039), Design Load: HS 20, Features Intersected: CSAH 31
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: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48009, Location: 0.5 MI S OF JCT TH 95 (Lat: 45.569953, Lng: -93.598586), Route carried "on" structure: US 169, Year Built: 1979, Status: Open, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 9,150 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 9,150 (year 2039), Design Load: HS 20, Features Intersected: CSAH 31
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: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 48011, Location: 0.4 MI N OF JCT TH 95 (Lat: 45.583406, Lng: -93.600433), Route carried "on" structure: US 169, Year Built: 1978, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 9,650 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 9,150 (year 2039), Design Load: HS 20, Features Intersected: W BR RUM 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: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48011, Location: 0.4 MI N OF JCT TH 95 (Lat: 45.583406, Lng: -93.600433), Route carried "on" structure: US 169, Year Built: 1978, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 9,650 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 9,150 (year 2039), Design Load: HS 20, Features Intersected: W BR RUM 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: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 48012, Location: 0.4 MI N OF JCT TH 95 (Lat: 45.583394, Lng: -93.600075), Route carried "on" structure: US 169, Year Built: 1978, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 9,726 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 9,150 (year 2039), Design Load: HS 20, Features Intersected: W BR RUM 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: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48012, Location: 0.4 MI N OF JCT TH 95 (Lat: 45.583394, Lng: -93.600075), Route carried "on" structure: US 169, Year Built: 1978, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 9,726 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 9,150 (year 2039), Design Load: HS 20, Features Intersected: W BR RUM 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: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 48013, Location: AT THE JCT TH 95 (Lat: 45.577331, Lng: -93.599678), Route carried "on" structure: State highway 95, Year Built: 1979, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 10,180 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 9,200 (year 2039), Design Load: HS 20, Features Intersected: US 169
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: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48013, Location: AT THE JCT TH 95 (Lat: 45.577331, Lng: -93.599678), Route carried "on" structure: State highway 95, Year Built: 1979, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 10,180 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 9,200 (year 2039), Design Load: HS 20, Features Intersected: US 169
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: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 48015, Location: 1.2 MI N OF JCT TH 95 (Lat: 45.594994, Lng: -93.601386), Route carried "on" structure: US 169, Year Built: 1979, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 9,150 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 9,150 (year 2039), Design Load: HS 20, Features Intersected: CSAH 29
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: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.0 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48015, Location: 1.2 MI N OF JCT TH 95 (Lat: 45.594994, Lng: -93.601386), Route carried "on" structure: US 169, Year Built: 1979, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 9,150 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 9,150 (year 2039), Design Load: HS 20, Features Intersected: CSAH 29
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: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.0 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 48016, Location: 1.2 MI N OF JCT TH 95 (Lat: 45.594897, Lng: -93.601028), Route carried "on" structure: US 169, Year Built: 1979, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 9,726 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 9,150 (year 2039), Design Load: HS 20, Features Intersected: CSAH 29
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: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 57.0 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48016, Location: 1.2 MI N OF JCT TH 95 (Lat: 45.594897, Lng: -93.601028), Route carried "on" structure: US 169, Year Built: 1979, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 9,726 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 9,150 (year 2039), Design Load: HS 20, Features Intersected: CSAH 29
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: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 57.0 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 48028, Location: 0.1 MI E JCT OF CSAH 29 (Lat: 45.574036, Lng: -93.578444), Route carried "on" structure: State highway 95, Year Built: 2010, Status: Open, Structure Length: 5.08m (16.67ft), Average Daily Traffic: 10,986 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,500 (year 2039), Design Load: HL 93, Features Intersected: RUM 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: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48028, Location: 0.1 MI E JCT OF CSAH 29 (Lat: 45.574036, Lng: -93.578444), Route carried "on" structure: State highway 95, Year Built: 2010, Status: Open, Structure Length: 5.08m (16.67ft), Average Daily Traffic: 10,986 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,500 (year 2039), Design Load: HL 93, Features Intersected: RUM 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: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 48509, Location: 1.1 MI E OF JCT CSAH 5 (Lat: 45.625736, Lng: -93.631806), Route carried "on" structure: County highway 13, Year Built: 1971, Status: Posted for load, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 530 (year 2014), Average Future Daily Traffic: 530 (year 2039), Design Load: HS 20, Features Intersected: W BR RUM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 48509, Location: 1.1 MI E OF JCT CSAH 5 (Lat: 45.625736, Lng: -93.631806), Route carried "on" structure: County highway 13, Year Built: 1971, Status: Posted for load, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 530 (year 2014), Average Future Daily Traffic: 530 (year 2039), Design Load: HS 20, Features Intersected: W BR RUM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 48513, Location: 0.6 MI E OF JCT CSAH 4 (Lat: 45.631192, Lng: -93.573311), Route carried "on" structure: County highway 13, Year Built: 1976, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 590 (year 2014), Average Future Daily Traffic: 590 (year 2039), Design Load: HS 20, Features Intersected: RUM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 48513, Location: 0.6 MI E OF JCT CSAH 4 (Lat: 45.631192, Lng: -93.573311), Route carried "on" structure: County highway 13, Year Built: 1976, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 590 (year 2014), Average Future Daily Traffic: 590 (year 2039), Design Load: HS 20, Features Intersected: RUM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 48521, Location: 0.2 MI N OF JCT TH 95 (Lat: 45.580928, Lng: -93.614486), Route carried "on" structure: County highway 102, Year Built: 1979, Status: Open, Structure Length: 3.97m (13.02ft), Average Daily Traffic: 620 (year 2010), Average Future Daily Traffic: 620 (year 2039), Design Load: HS 20, Features Intersected: W BR RUM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.2m (43.3ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 48521, Location: 0.2 MI N OF JCT TH 95 (Lat: 45.580928, Lng: -93.614486), Route carried "on" structure: County highway 102, Year Built: 1979, Status: Open, Structure Length: 3.97m (13.02ft), Average Daily Traffic: 620 (year 2010), Average Future Daily Traffic: 620 (year 2039), Design Load: HS 20, Features Intersected: W BR RUM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.2m (43.3ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 48524, Location: 0.6 MI E OF JCT CSAH 5 (Lat: 45.603636, Lng: -93.642397), Route carried "on" structure: County highway 266, Year Built: 1996, Status: Open, Structure Length: 3.55m (11.65ft), Average Daily Traffic: 53 (year 1996), Average Future Daily Traffic: 53 (year 2029), Design Load: HS 25 or greater, Features Intersected: W BR RUM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48524, Location: 0.6 MI E OF JCT CSAH 5 (Lat: 45.603636, Lng: -93.642397), Route carried "on" structure: County highway 266, Year Built: 1996, Status: Open, Structure Length: 3.55m (11.65ft), Average Daily Traffic: 53 (year 1996), Average Future Daily Traffic: 53 (year 2029), Design Load: HS 25 or greater, Features Intersected: W BR RUM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 48533, Location: 0.1 MI S OF JCT TH 95 (Lat: 45.573414, Lng: -93.580056), Route carried "on" structure: County highway 29, Year Built: 2010, Status: Open, Structure Length: 5.08m (16.67ft), Average Daily Traffic: 11,700 (year 2014), Average Future Daily Traffic: 11,700 (year 2039), Design Load: HL 93, Features Intersected: W BR RUM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48533, Location: 0.1 MI S OF JCT TH 95 (Lat: 45.573414, Lng: -93.580056), Route carried "on" structure: County highway 29, Year Built: 2010, Status: Open, Structure Length: 5.08m (16.67ft), Average Daily Traffic: 11,700 (year 2014), Average Future Daily Traffic: 11,700 (year 2039), Design Load: HL 93, Features Intersected: W BR RUM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 48J41, Location: 1.1 MI N OF JCT TH 95 (Lat: 45.600911, Lng: -93.655519), Route carried "on" structure: County highway 5, Year Built: 2019, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 375 (year 2018), Average Future Daily Traffic: 375 (year 2038), Design Load: HL 93, Features Intersected: PRAIRIE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal 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: August 2021
Structure Number: 48J41, Location: 1.1 MI N OF JCT TH 95 (Lat: 45.600911, Lng: -93.655519), Route carried "on" structure: County highway 5, Year Built: 2019, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 375 (year 2018), Average Future Daily Traffic: 375 (year 2038), Design Load: HL 93, Features Intersected: PRAIRIE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal 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: August 2021
Find on map >> Show street view
Structure Number: 71007, Location: 1.8 MI S OF JCT TH 95 (Lat: 45.553672, Lng: -93.585328), Route carried "on" structure: US 169, Year Built: 1979, Status: Open, Structure Length: 7.57m (24.84ft), Average Daily Traffic: 9,450 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 9,450 (year 2039), Design Load: HS 20, Features Intersected: CSAH 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 55.5 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71007, Location: 1.8 MI S OF JCT TH 95 (Lat: 45.553672, Lng: -93.585328), Route carried "on" structure: US 169, Year Built: 1979, Status: Open, Structure Length: 7.57m (24.84ft), Average Daily Traffic: 9,450 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 9,450 (year 2039), Design Load: HS 20, Features Intersected: CSAH 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 55.5 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 71008, Location: 1.8 MI S OF JCT TH 95 (Lat: 45.553883, Lng: -93.585053), Route carried "on" structure: US 169, Year Built: 1979, Status: Open, Structure Length: 7.54m (24.74ft), Average Daily Traffic: 10,684 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 9,450 (year 2039), Design Load: HS 20, Features Intersected: CSAH 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.9m (117.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 75.7 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: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71008, Location: 1.8 MI S OF JCT TH 95 (Lat: 45.553883, Lng: -93.585053), Route carried "on" structure: US 169, Year Built: 1979, Status: Open, Structure Length: 7.54m (24.74ft), Average Daily Traffic: 10,684 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 9,450 (year 2039), Design Load: HS 20, Features Intersected: CSAH 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.9m (117.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 75.7 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: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 71014, Location: 5.4 mi S of jct TH 95 (Lat: 45.501594, Lng: -93.582611), Route carried "on" structure: County highway 9, Year Built: 2001, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 3,450 (year 2014), Average Future Daily Traffic: 3,450 (year 2039), Design Load: HS 25 or greater, Features Intersected: US 169
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: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.2m (128.6ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71014, Location: 5.4 mi S of jct TH 95 (Lat: 45.501594, Lng: -93.582611), Route carried "on" structure: County highway 9, Year Built: 2001, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 3,450 (year 2014), Average Future Daily Traffic: 3,450 (year 2039), Design Load: HS 25 or greater, Features Intersected: US 169
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: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.2m (128.6ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 48009, Location: 0.5 MI S OF JCT TH 95 (Lat: 45.569953, Lng: -93.598586), Route carried "under" structure: County highway 31, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 1998), Features Intersected: CSAH 31, Facility Carried by Structure: US 169
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 48009, Location: 0.5 MI S OF JCT TH 95 (Lat: 45.569953, Lng: -93.598586), Route carried "under" structure: County highway 31, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 1998), Features Intersected: CSAH 31, Facility Carried by Structure: US 169
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Find on map >> Show street view
Structure Number: 4801, Location: 0.5 MI S OF JCT TH 95 (Lat: 45.569947, Lng: -93.598206), Route carried "under" structure: County highway 31, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 1998), Features Intersected: CSAH 31, Facility Carried by Structure: US 169
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 4801, Location: 0.5 MI S OF JCT TH 95 (Lat: 45.569947, Lng: -93.598206), Route carried "under" structure: County highway 31, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 1998), Features Intersected: CSAH 31, Facility Carried by Structure: US 169
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Find on map >> Show street view
Structure Number: 48013, Location: AT THE JCT TH 95 (Lat: 45.577331, Lng: -93.599678), Route carried "under" structure: US 169, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 19,755 (year 2019), Truck Traffic: 9%, Features Intersected: US 169, Facility Carried by Structure: MN 95
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: 27.7m (90.9ft)
Structure Number: 48013, Location: AT THE JCT TH 95 (Lat: 45.577331, Lng: -93.599678), Route carried "under" structure: US 169, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 19,755 (year 2019), Truck Traffic: 9%, Features Intersected: US 169, Facility Carried by Structure: MN 95
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: 27.7m (90.9ft)
Find on map >> Show street view
Structure Number: 48015, Location: 1.2 MI N OF JCT TH 95 (Lat: 45.594994, Lng: -93.601386), Route carried "under" structure: County highway 29, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 2,100 (year 2002), Features Intersected: CSAH 29, Facility Carried by Structure: US 169
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.4m (96.5ft)
Structure Number: 48015, Location: 1.2 MI N OF JCT TH 95 (Lat: 45.594994, Lng: -93.601386), Route carried "under" structure: County highway 29, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 2,100 (year 2002), Features Intersected: CSAH 29, Facility Carried by Structure: US 169
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.4m (96.5ft)
Find on map >> Show street view
Structure Number: 48016, Location: 1.2 MI N OF JCT TH 95 (Lat: 45.594897, Lng: -93.601028), Route carried "under" structure: County highway 29, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 2,100 (year 2002), Features Intersected: CSAH 29, Facility Carried by Structure: US 169
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.4m (96.5ft)
Structure Number: 48016, Location: 1.2 MI N OF JCT TH 95 (Lat: 45.594897, Lng: -93.601028), Route carried "under" structure: County highway 29, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 2,100 (year 2002), Features Intersected: CSAH 29, Facility Carried by Structure: US 169
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.4m (96.5ft)
Find on map >> Show street view
Structure Number: 71007, Location: 1.8 MI S OF JCT TH 95 (Lat: 45.553672, Lng: -93.585328), Route carried "under" structure: County highway 45, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2002), Features Intersected: CSAH 29, Facility Carried by Structure: US 169
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 71007, Location: 1.8 MI S OF JCT TH 95 (Lat: 45.553672, Lng: -93.585328), Route carried "under" structure: County highway 45, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2002), Features Intersected: CSAH 29, Facility Carried by Structure: US 169
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Find on map >> Show street view
Structure Number: 71008, Location: 1.8 MI S OF JCT TH 95 (Lat: 45.553883, Lng: -93.585053), Route carried "under" structure: County highway 45, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2002), Features Intersected: CSAH 29, Facility Carried by Structure: US 169
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.9m (117.8ft)
Structure Number: 71008, Location: 1.8 MI S OF JCT TH 95 (Lat: 45.553883, Lng: -93.585053), Route carried "under" structure: County highway 45, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2002), Features Intersected: CSAH 29, Facility Carried by Structure: US 169
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.9m (117.8ft)
Find on map >> Show street view
Structure Number: 71014, Location: 5.4 mi S of jct TH 95 (Lat: 45.501594, Lng: -93.582611), Route carried "under" structure: US 169, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 21,367 (year 2019), Truck Traffic: 9%, Features Intersected: US 169, Facility Carried by Structure: CSAH 9
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.2m (128.6ft)
Structure Number: 71014, Location: 5.4 mi S of jct TH 95 (Lat: 45.501594, Lng: -93.582611), Route carried "under" structure: US 169, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 21,367 (year 2019), Truck Traffic: 9%, Features Intersected: US 169, Facility Carried by Structure: CSAH 9
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.2m (128.6ft)