Bridge Statistics for Cottage Grove, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 135ft / 41.2mTotal length
- $1,364,999,000Total costs
- 180,504Total average daily traffic
- 7,114Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Cottage Grove
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21950-1959
- 91980-1989
- 12010-2019
- Bridge Condition - Deck
- 42.9%Good
- 57.1%Satisfactory
- Bridge Condition - Superstructure
- 14.3%Very good
- 28.6%Good
- 14.3%Satisfactory
- 42.9%Fair
- Bridge Condition - Substructure
- 57.1%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 50.0%Very good
- 50.0%Satisfactory
Find on map >> Show street view
Structure Number: 82003, Location: 6.2 MI SE OF JCT TH 494 (Lat: 44.815211, Lng: -92.934486), Route carried "on" structure: US 61, Year Built: 1982, Status: Open, Structure Length: 6.35m (20.83ft), Average Daily Traffic: 12,150 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 12,150 (year 2039), Design Load: HS 20, Features Intersected: Jamaica Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 59.1 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: Somewhat better than minimum adequacy, 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: 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: 82003, Location: 6.2 MI SE OF JCT TH 494 (Lat: 44.815211, Lng: -92.934486), Route carried "on" structure: US 61, Year Built: 1982, Status: Open, Structure Length: 6.35m (20.83ft), Average Daily Traffic: 12,150 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 12,150 (year 2039), Design Load: HS 20, Features Intersected: Jamaica Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 59.1 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: Somewhat better than minimum adequacy, 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: 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: 82004, Location: 6.2 MI SE OF JCT TH 494 (Lat: 44.815375, Lng: -92.934325), Route carried "on" structure: US 61, Year Built: 1982, Status: Open, Structure Length: 6.35m (20.83ft), Average Daily Traffic: 12,750 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 12,150 (year 2039), Design Load: HS 20, Features Intersected: Jamaica Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 59.1 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: Somewhat better than minimum adequacy, 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: 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: 82004, Location: 6.2 MI SE OF JCT TH 494 (Lat: 44.815375, Lng: -92.934325), Route carried "on" structure: US 61, Year Built: 1982, Status: Open, Structure Length: 6.35m (20.83ft), Average Daily Traffic: 12,750 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 12,150 (year 2039), Design Load: HS 20, Features Intersected: Jamaica Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 59.1 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: Somewhat better than minimum adequacy, 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: 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: 82019, Location: 4.2 MI SE OF JCT TH 494 (Lat: 44.832817, Lng: -92.964508), Route carried "on" structure: City street 539, Year Built: 1982, Status: Open, Structure Length: 8.91m (29.23ft), Average Daily Traffic: 16,300 (year 2015), Average Future Daily Traffic: 16,300 (year 2039), Design Load: HS 25 or greater, Features Intersected: US 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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, Underclear: Better than present minimum 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: Other Coated Reinforcing
Structure Number: 82019, Location: 4.2 MI SE OF JCT TH 494 (Lat: 44.832817, Lng: -92.964508), Route carried "on" structure: City street 539, Year Built: 1982, Status: Open, Structure Length: 8.91m (29.23ft), Average Daily Traffic: 16,300 (year 2015), Average Future Daily Traffic: 16,300 (year 2039), Design Load: HS 25 or greater, Features Intersected: US 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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, Underclear: Better than present minimum 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: Other Coated Reinforcing
Find on map >> Show street view
Structure Number: 8202, Location: 4.2 MI SE OF JCT TH 494 (Lat: 44.832211, Lng: -92.965683), Route carried "on" structure: ServiceCounty highway 39, Year Built: 1982, Status: Open, Structure Length: 6.29m (20.64ft), Average Daily Traffic: 2,150 (year 1996), Average Future Daily Traffic: 2,150 (year 2029), Design Load: HS 20, Features Intersected: CP RR; FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.6m (103.7ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 33.4m (109.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 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: Meets minimum limits, 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: Other Coated Reinforcing
Structure Number: 8202, Location: 4.2 MI SE OF JCT TH 494 (Lat: 44.832211, Lng: -92.965683), Route carried "on" structure: ServiceCounty highway 39, Year Built: 1982, Status: Open, Structure Length: 6.29m (20.64ft), Average Daily Traffic: 2,150 (year 1996), Average Future Daily Traffic: 2,150 (year 2029), Design Load: HS 20, Features Intersected: CP RR; FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.6m (103.7ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 33.4m (109.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 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: Meets minimum limits, 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: Other Coated Reinforcing
Find on map >> Show street view
Structure Number: 82533, Location: 0.26 M NE OF JCT CSAH 19 (Lat: 44.822175, Lng: -92.901000), Route carried "on" structure: City street 121, Year Built: 2011, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 790 (year 2017), Average Future Daily Traffic: 790 (year 2039), Design Load: HL 93, Features Intersected: RAVINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 82533, Location: 0.26 M NE OF JCT CSAH 19 (Lat: 44.822175, Lng: -92.901000), Route carried "on" structure: City street 121, Year Built: 2011, Status: Open, Structure Length: 2.97m (9.74ft), Average Daily Traffic: 790 (year 2017), Average Future Daily Traffic: 790 (year 2039), Design Load: HL 93, Features Intersected: RAVINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 9071, Location: 3.1 MI NW OF JCT TH 95 (Lat: 44.805156, Lng: -92.912758), Route carried "on" structure: County highway 19, Year Built: 1958, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 6,400 (year 2016), Average Future Daily Traffic: 6,400 (year 2039), Design Load: HS 20, Features Intersected: US 61
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.3m (53.5ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $642,000,000, Roadway Improvement Cost: $84,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Other Coated Reinforcing
Structure Number: 9071, Location: 3.1 MI NW OF JCT TH 95 (Lat: 44.805156, Lng: -92.912758), Route carried "on" structure: County highway 19, Year Built: 1958, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 6,400 (year 2016), Average Future Daily Traffic: 6,400 (year 2039), Design Load: HS 20, Features Intersected: US 61
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.3m (53.5ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $642,000,000, Roadway Improvement Cost: $84,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Other Coated Reinforcing
Find on map >> Show street view
Structure Number: 91936, Location: 0.7 MI S OF JCT CSAH 20 (Lat: 44.837833, Lng: -92.841911), Route carried "on" structure: County highway 208, Year Built: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 74 (year 1998), Average Future Daily Traffic: 74 (year 2029), Design Load: HS 20, Features Intersected: STREAM
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
Structure Number: 91936, Location: 0.7 MI S OF JCT CSAH 20 (Lat: 44.837833, Lng: -92.841911), Route carried "on" structure: County highway 208, Year Built: 1980, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 74 (year 1998), Average Future Daily Traffic: 74 (year 2029), Design Load: HS 20, Features Intersected: STREAM
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
Find on map >> Show street view
Structure Number: L8159, Location: 1.2 MI SE OF JCT CR75 (Lat: 44.791131, Lng: -92.979697), Route carried "on" structure: City street 34, Year Built: 1933, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 390 (year 2017), Average Future Daily Traffic: 390 (year 2039), Design Load: HS 20, Features Intersected: CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 26.6 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: 20.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Critical Feature Inspection Date: August 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $557,000,000, Roadway Improvement Cost: $33,000,000, Total Project Cost: $365,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: L8159, Location: 1.2 MI SE OF JCT CR75 (Lat: 44.791131, Lng: -92.979697), Route carried "on" structure: City street 34, Year Built: 1933, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 390 (year 2017), Average Future Daily Traffic: 390 (year 2039), Design Load: HS 20, Features Intersected: CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 26.6 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: 20.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Critical Feature Inspection Date: August 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $557,000,000, Roadway Improvement Cost: $33,000,000, Total Project Cost: $365,000,000, 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: 82003, Location: 6.2 MI SE OF JCT TH 494 (Lat: 44.815211, Lng: -92.934486), Route carried "under" structure: City street 110, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 19,900 (year 2005), Features Intersected: Jamaica Avenue, Facility Carried by Structure: US 61
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
Structure Number: 82003, Location: 6.2 MI SE OF JCT TH 494 (Lat: 44.815211, Lng: -92.934486), Route carried "under" structure: City street 110, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 19,900 (year 2005), Features Intersected: Jamaica Avenue, Facility Carried by Structure: US 61
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
Find on map >> Show street view
Structure Number: 82004, Location: 6.2 MI SE OF JCT TH 494 (Lat: 44.815375, Lng: -92.934325), Route carried "under" structure: City street 110, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 19,900 (year 2005), Features Intersected: Jamaica Avenue, Facility Carried by Structure: US 61
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
Structure Number: 82004, Location: 6.2 MI SE OF JCT TH 494 (Lat: 44.815375, Lng: -92.934325), Route carried "under" structure: City street 110, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 19,900 (year 2005), Features Intersected: Jamaica Avenue, Facility Carried by Structure: US 61
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
Find on map >> Show street view
Structure Number: 82019, Location: 4.2 MI SE OF JCT TH 494 (Lat: 44.832817, Lng: -92.964508), Route carried "under" structure: US 61, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 40,000 (year 2019), Truck Traffic: 7%, Features Intersected: US 61, Facility Carried by Structure: MUN 539
Minimum Vertical Clearance: 6.31m (20.70ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.2m (82.7ft)
Structure Number: 82019, Location: 4.2 MI SE OF JCT TH 494 (Lat: 44.832817, Lng: -92.964508), Route carried "under" structure: US 61, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 40,000 (year 2019), Truck Traffic: 7%, Features Intersected: US 61, Facility Carried by Structure: MUN 539
Minimum Vertical Clearance: 6.31m (20.70ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.2m (82.7ft)
Find on map >> Show street view
Structure Number: 8202, Location: 4.2 MI SE OF JCT TH 494 (Lat: 44.832211, Lng: -92.965683), Route carried "under" structure: City street 33, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 17,700 (year 1988), Features Intersected: CP RR; FRONTAGE RD, Facility Carried by Structure: CSAH 39
Minimum Vertical Clearance: 6.74m (22.11ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.6m (103.7ft)
Structure Number: 8202, Location: 4.2 MI SE OF JCT TH 494 (Lat: 44.832211, Lng: -92.965683), Route carried "under" structure: City street 33, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 17,700 (year 1988), Features Intersected: CP RR; FRONTAGE RD, Facility Carried by Structure: CSAH 39
Minimum Vertical Clearance: 6.74m (22.11ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.6m (103.7ft)
Find on map >> Show street view
Structure Number: 9071, Location: 3.1 MI NW OF JCT TH 95 (Lat: 44.805156, Lng: -92.912758), Route carried "under" structure: US 61, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 32,000 (year 2019), Truck Traffic: 8%, Features Intersected: US 61, Facility Carried by Structure: CSAH 19
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.3m (53.5ft)
Structure Number: 9071, Location: 3.1 MI NW OF JCT TH 95 (Lat: 44.805156, Lng: -92.912758), Route carried "under" structure: US 61, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 32,000 (year 2019), Truck Traffic: 8%, Features Intersected: US 61, Facility Carried by Structure: CSAH 19
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.3m (53.5ft)