Bridge Statistics for Hermantown, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 164ft / 49.9mTotal length
- $1,162,000,000Total costs
- 64,173Total average daily traffic
- 3,091Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hermantown
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 31950-1959
- 51960-1969
- 11980-1989
- 51990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 25.0%Very good
- 33.3%Good
- 25.0%Satisfactory
- 8.3%Fair
- 8.3%Serious
- Bridge Condition - Substructure
- 16.7%Very good
- 41.7%Good
- 33.3%Satisfactory
- 8.3%Serious
- Bridge Condition - Channel
- 33.3%Very good
- 25.0%Good
- 33.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Culverts
- 60.0%Good
- 20.0%Fair
- 20.0%Poor
Find on map >> Show street view
Structure Number: 2558, Location: 0.1 MI E OF JCT CSAH 17 (Lat: 45.124247, Lng: -93.163078), Route carried "on" structure: County highway 32, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 11,739 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 11,739 (year 2034), Design Load: HS 25 or greater, Features Intersected: RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 96.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2558, Location: 0.1 MI E OF JCT CSAH 17 (Lat: 45.124247, Lng: -93.163078), Route carried "on" structure: County highway 32, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 11,739 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 11,739 (year 2034), Design Load: HS 25 or greater, Features Intersected: RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 96.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 9516, Location: 0.1 MI W OF E CO LINE (Lat: 46.749769, Lng: -92.302256), Route carried "on" structure: County highway 491, Year Built: 1993, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 99 (year 1993), Average Future Daily Traffic: 99 (year 2029), Design Load: HS 20, Features Intersected: MIDWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 74.6 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: Equal to present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9516, Location: 0.1 MI W OF E CO LINE (Lat: 46.749769, Lng: -92.302256), Route carried "on" structure: County highway 491, Year Built: 1993, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 99 (year 1993), Average Future Daily Traffic: 99 (year 2029), Design Load: HS 20, Features Intersected: MIDWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 74.6 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: Equal to present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 69046, Location: 4.8 MI W OF JCT TH 53 (Lat: 46.843717, Lng: -92.357925), Route carried "on" structure: State highway 194, Year Built: 1990, Status: Open, Structure Length: 4.52m (14.83ft), Average Daily Traffic: 4,800 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 4,400 (year 2039), Design Load: HS 25 or greater, Features Intersected: DWP RY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 69046, Location: 4.8 MI W OF JCT TH 53 (Lat: 46.843717, Lng: -92.357925), Route carried "on" structure: State highway 194, Year Built: 1990, Status: Open, Structure Length: 4.52m (14.83ft), Average Daily Traffic: 4,800 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 4,400 (year 2039), Design Load: HS 25 or greater, Features Intersected: DWP RY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 69061, Location: 4.2 MI NW OF JCT TH 194 (Lat: 46.878967, Lng: -92.347047), Route carried "on" structure: US 53, Year Built: 1969, Year Reconstructed: 2008, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 5,000 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 4,900 (year 2039), Design Load: HS 20, Features Intersected: DWP RY
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), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 69061, Location: 4.2 MI NW OF JCT TH 194 (Lat: 46.878967, Lng: -92.347047), Route carried "on" structure: US 53, Year Built: 1969, Year Reconstructed: 2008, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 5,000 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 4,900 (year 2039), Design Load: HS 20, Features Intersected: DWP RY
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), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 69062, Location: 4.2 MI NW OF JCT TH 194 (Lat: 46.879333, Lng: -92.347175), Route carried "on" structure: US 53, Year Built: 1969, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 5,000 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 4,900 (year 2039), Design Load: HS 20, Features Intersected: DWP RY
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), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 69062, Location: 4.2 MI NW OF JCT TH 194 (Lat: 46.879333, Lng: -92.347175), Route carried "on" structure: US 53, Year Built: 1969, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 5,000 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 4,900 (year 2039), Design Load: HS 20, Features Intersected: DWP RY
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), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 69614, Location: 0.2 MI W OF JCT TH 2 (Lat: 46.764197, Lng: -92.253158), Route carried "on" structure: County highway 19, Year Built: 1996, Status: Open, Structure Length: 11.22m (36.81ft), Average Daily Traffic: 530 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 540 (year 2039), Design Load: HS 25 or greater, Features Intersected: DM;IR RY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 90.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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: Equal to 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 69614, Location: 0.2 MI W OF JCT TH 2 (Lat: 46.764197, Lng: -92.253158), Route carried "on" structure: County highway 19, Year Built: 1996, Status: Open, Structure Length: 11.22m (36.81ft), Average Daily Traffic: 530 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 540 (year 2039), Design Load: HS 25 or greater, Features Intersected: DM;IR RY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 90.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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: Equal to 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 69A09, Location: 0.8 MI E OF JCT TH2 (Lat: 46.778481, Lng: -92.256753), Route carried "on" structure: County highway 56, Year Built: 2013, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 2,000 (year 2015), Average Future Daily Traffic: 2,000 (year 2039), Design Load: HL 93, Features Intersected: MIDWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: 69A09, Location: 0.8 MI E OF JCT TH2 (Lat: 46.778481, Lng: -92.256753), Route carried "on" structure: County highway 56, Year Built: 2013, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 2,000 (year 2015), Average Future Daily Traffic: 2,000 (year 2039), Design Load: HL 93, Features Intersected: MIDWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: 69A21, Location: 0.7 MI W OF JCT CSAH13 (Lat: 46.764122, Lng: -92.296006), Route carried "on" structure: County highway 21, Year Built: 2015, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 185 (year 2015), Average Future Daily Traffic: 185 (year 2039), Design Load: HL 93, Features Intersected: WEST ROCKY RUN
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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 69A21, Location: 0.7 MI W OF JCT CSAH13 (Lat: 46.764122, Lng: -92.296006), Route carried "on" structure: County highway 21, Year Built: 2015, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 185 (year 2015), Average Future Daily Traffic: 185 (year 2039), Design Load: HL 93, Features Intersected: WEST ROCKY RUN
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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 69J38, Location: 0.1 mi E of jct CSAH 13 (Lat: 46.764114, Lng: -92.278183), Route carried "on" structure: County highway 19, Year Built: 2002, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 530 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 540 (year 2039), Design Load: HS 25 or greater, Features Intersected: Midway River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 69J38, Location: 0.1 mi E of jct CSAH 13 (Lat: 46.764114, Lng: -92.278183), Route carried "on" structure: County highway 19, Year Built: 2002, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 530 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 540 (year 2039), Design Load: HS 25 or greater, Features Intersected: Midway River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 7724, Location: 0.6 MI E OF JCT CSAH 13 (Lat: 46.792961, Lng: -92.267814), Route carried "on" structure: City street 61, Year Built: 1933, Status: Posted for load, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 250 (year 1986), Average Future Daily Traffic: 250 (year 2029), Features Intersected: ROCKY RUN
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.46m (1.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $134,000,000, Roadway Improvement Cost: $20,000,000, Total Project Cost: $124,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7724, Location: 0.6 MI E OF JCT CSAH 13 (Lat: 46.792961, Lng: -92.267814), Route carried "on" structure: City street 61, Year Built: 1933, Status: Posted for load, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 250 (year 1986), Average Future Daily Traffic: 250 (year 2029), Features Intersected: ROCKY RUN
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.46m (1.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $134,000,000, Roadway Improvement Cost: $20,000,000, Total Project Cost: $124,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 88789, Location: 0.4 MI N OF JCT CR894 (Lat: 46.756519, Lng: -92.290658), Route carried "on" structure: County highway 893, Year Built: 1960, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 40 (year 2011), Average Future Daily Traffic: 40 (year 2039), Features Intersected: MIDWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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
Structure Number: 88789, Location: 0.4 MI N OF JCT CR894 (Lat: 46.756519, Lng: -92.290658), Route carried "on" structure: County highway 893, Year Built: 1960, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 40 (year 2011), Average Future Daily Traffic: 40 (year 2039), Features Intersected: MIDWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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
Find on map >> Show street view
Structure Number: 8879, Location: 0.3 MI N OF JCT TH 2 (Lat: 46.771908, Lng: -92.259147), Route carried "on" structure: City street 85, Year Built: 1961, Status: Closed, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 50 (year 1986), Average Future Daily Traffic: 50 (year 2029), Features Intersected: MIDWAY RIVER
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Serious, Channel: Fair, Operating Rating: 13.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: > 39.9% below), Length Of Structure Improvement: 0.43m (1.41ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $113,000,000, Roadway Improvement Cost: $20,000,000, Total Project Cost: $140,000,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8879, Location: 0.3 MI N OF JCT TH 2 (Lat: 46.771908, Lng: -92.259147), Route carried "on" structure: City street 85, Year Built: 1961, Status: Closed, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 50 (year 1986), Average Future Daily Traffic: 50 (year 2029), Features Intersected: MIDWAY RIVER
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Serious, Channel: Fair, Operating Rating: 13.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: > 39.9% below), Length Of Structure Improvement: 0.43m (1.41ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $113,000,000, Roadway Improvement Cost: $20,000,000, Total Project Cost: $140,000,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 90657, Location: 0.7 MI N OF JCT CSAH11 (Lat: 46.759675, Lng: -92.280092), Route carried "on" structure: County highway 13, Year Built: 1964, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 7,200 (year 2011), Average Future Daily Traffic: 7,200 (year 2039), Features Intersected: MIDWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 90657, Location: 0.7 MI N OF JCT CSAH11 (Lat: 46.759675, Lng: -92.280092), Route carried "on" structure: County highway 13, Year Built: 1964, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 7,200 (year 2011), Average Future Daily Traffic: 7,200 (year 2039), Features Intersected: MIDWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: 9233, Location: 5.2 MI S OF JCT TH 194 (Lat: 46.801178, Lng: -92.337867), Route carried "on" structure: , Year Built: 1958, Status: Open, Structure Length: 3.73m (12.24ft), Features Intersected: US 2, Facility Carried by Structure: RAILROAD
Lanes under structure: 2, Owner: Railroad, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.7m (48.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Underclear: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $854,000,000, Roadway Improvement Cost: $56,000,000, Total Project Cost: $852,000,000
Structure Number: 9233, Location: 5.2 MI S OF JCT TH 194 (Lat: 46.801178, Lng: -92.337867), Route carried "on" structure: , Year Built: 1958, Status: Open, Structure Length: 3.73m (12.24ft), Features Intersected: US 2, Facility Carried by Structure: RAILROAD
Lanes under structure: 2, Owner: Railroad, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.7m (48.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Underclear: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $854,000,000, Roadway Improvement Cost: $56,000,000, Total Project Cost: $852,000,000
Find on map >> Show street view
Structure Number: 928, Location: 9.4 MI S OF JCT TH 194 (Lat: 46.771625, Lng: -92.263231), Route carried "on" structure: US 2, Year Built: 1958, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 5,600 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 5,500 (year 2039), Features Intersected: MIDWAY 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: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Very good, Culverts: Poor, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.46m (1.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $117,000,000, Roadway Improvement Cost: $3,000,000, Total Project Cost: $46,000,000
Structure Number: 928, Location: 9.4 MI S OF JCT TH 194 (Lat: 46.771625, Lng: -92.263231), Route carried "on" structure: US 2, Year Built: 1958, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 5,600 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 5,500 (year 2039), Features Intersected: MIDWAY 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: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Very good, Culverts: Poor, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.46m (1.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $117,000,000, Roadway Improvement Cost: $3,000,000, Total Project Cost: $46,000,000
Find on map >> Show street view
Structure Number: 93509, Location: 0.9 MI E OF JCT CSAH 13 (Lat: 46.807503, Lng: -92.261719), Route carried "on" structure: County highway 6, Year Built: 1980, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 4,200 (year 2015), Average Future Daily Traffic: 4,200 (year 2039), Design Load: HS 20, Features Intersected: ROCKY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: 93509, Location: 0.9 MI E OF JCT CSAH 13 (Lat: 46.807503, Lng: -92.261719), Route carried "on" structure: County highway 6, Year Built: 1980, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 4,200 (year 2015), Average Future Daily Traffic: 4,200 (year 2039), Design Load: HS 20, Features Intersected: ROCKY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Find on map >> Show street view
Structure Number: 97523, Location: 0.1 MI E OF JCT CSAH 17 (Lat: 46.822119, Lng: -92.178406), Route carried "on" structure: County highway 32, Year Built: 1994, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 13,700 (year 2015), Average Future Daily Traffic: 13,700 (year 2039), Design Load: HS 25 or greater, Features Intersected: MILLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
Structure Number: 97523, Location: 0.1 MI E OF JCT CSAH 17 (Lat: 46.822119, Lng: -92.178406), Route carried "on" structure: County highway 32, Year Built: 1994, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 13,700 (year 2015), Average Future Daily Traffic: 13,700 (year 2039), Design Load: HS 25 or greater, Features Intersected: MILLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
Find on map >> Show street view
Structure Number: 9233, Location: 5.2 MI S OF JCT TH 194 (Lat: 46.801178, Lng: -92.337867), Route carried "under" structure: US 2, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 3,250 (year 2019), Truck Traffic: 9%, Features Intersected: US 2, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.7m (48.2ft)
Structure Number: 9233, Location: 5.2 MI S OF JCT TH 194 (Lat: 46.801178, Lng: -92.337867), Route carried "under" structure: US 2, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 3,250 (year 2019), Truck Traffic: 9%, Features Intersected: US 2, Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.7m (48.2ft)