Bridge Statistics for Warren, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 118ft / 35.6mTotal length
- $896,003,000Total costs
- 17,571Total average daily traffic
- 2,087Total average daily truck traffic
- 16,649Total future (year 2029) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Warren
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 11950-1959
- 31970-1979
- 31980-1989
- 31990-1999
- 62000-2009
- 12010-2019
- Bridge Condition - Deck
- 28.6%Very good
- 42.9%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 28.6%Very good
- 42.9%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 42.9%Good
- 28.6%Satisfactory
- 28.6%Fair
- Bridge Condition - Channel
- 20.0%Very good
- 10.0%Good
- 40.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Culverts
- 7.7%Very good
- 61.5%Good
- 23.1%Satisfactory
- 7.7%Fair
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Structure Number: 2238, Location: 2.8 MI N OF WARREN (Lat: 48.237244, Lng: -96.788161), Route carried "on" structure: US 75, Year Built: 1932, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 1,201 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 1,050 (year 2039), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 2238, Location: 2.8 MI N OF WARREN (Lat: 48.237244, Lng: -96.788161), Route carried "on" structure: US 75, Year Built: 1932, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 1,201 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 1,050 (year 2039), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 45002, Location: 0.3 MI W OF JCT TH 75 (Lat: 48.195133, Lng: -96.779381), Route carried "on" structure: State highway 1, Year Built: 1971, Year Reconstructed: 2002, Status: Open, Structure Length: 3.79m (12.43ft), Average Daily Traffic: 1,802 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,650 (year 2039), Design Load: HS 20, Features Intersected: SNAKE 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: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $935,000,000, Total Project Cost: $440,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45002, Location: 0.3 MI W OF JCT TH 75 (Lat: 48.195133, Lng: -96.779381), Route carried "on" structure: State highway 1, Year Built: 1971, Year Reconstructed: 2002, Status: Open, Structure Length: 3.79m (12.43ft), Average Daily Traffic: 1,802 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,650 (year 2039), Design Load: HS 20, Features Intersected: SNAKE 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: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $935,000,000, Total Project Cost: $440,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 45006, Location: IN WARREN (Lat: 48.199008, Lng: -96.771247), Route carried "on" structure: US 75, Year Built: 1996, Status: Open, Structure Length: 3.00m (9.84ft), Average Daily Traffic: 3,153 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 3,300 (year 2039), Design Load: HS 25 or greater, Features Intersected: SNAKE 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: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.3 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: 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: 45006, Location: IN WARREN (Lat: 48.199008, Lng: -96.771247), Route carried "on" structure: US 75, Year Built: 1996, Status: Open, Structure Length: 3.00m (9.84ft), Average Daily Traffic: 3,153 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 3,300 (year 2039), Design Load: HS 25 or greater, Features Intersected: SNAKE 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: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.3 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: 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
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Structure Number: 4552, Location: 0.9 MI S OF JCT TH 1 (Lat: 48.181081, Lng: -96.847550), Route carried "on" structure: County highway 104, Year Built: 1976, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 155 (year 2010), Average Future Daily Traffic: 155 (year 2039), Design Load: HS 20, Features Intersected: SNAKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4552, Location: 0.9 MI S OF JCT TH 1 (Lat: 48.181081, Lng: -96.847550), Route carried "on" structure: County highway 104, Year Built: 1976, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 155 (year 2010), Average Future Daily Traffic: 155 (year 2039), Design Load: HS 20, Features Intersected: SNAKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 45531, Location: 1.8 MI W OF JCT CSAH 15 (Lat: 48.180978, Lng: -96.819389), Route carried "on" structure: County highway 2, Year Built: 1984, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 35 (year 1994), Average Future Daily Traffic: 35 (year 2029), Design Load: HS 20, Features Intersected: SNAKE 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 56.8 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 45531, Location: 1.8 MI W OF JCT CSAH 15 (Lat: 48.180978, Lng: -96.819389), Route carried "on" structure: County highway 2, Year Built: 1984, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 35 (year 1994), Average Future Daily Traffic: 35 (year 2029), Design Load: HS 20, Features Intersected: SNAKE 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 56.8 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 45536, Location: 0.3 MI N OF JCT TH 1 (Lat: 48.198764, Lng: -96.779792), Route carried "on" structure: City street 10, Year Built: 1987, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 90 (year 1994), Average Future Daily Traffic: 90 (year 2029), Design Load: HS 20, Features Intersected: SNAKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.2m (7.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 45536, Location: 0.3 MI N OF JCT TH 1 (Lat: 48.198764, Lng: -96.779792), Route carried "on" structure: City street 10, Year Built: 1987, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 90 (year 1994), Average Future Daily Traffic: 90 (year 2029), Design Load: HS 20, Features Intersected: SNAKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.2m (7.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 45567, Location: 1.0 MI N OF JCT TH 1 (Lat: 48.209667, Lng: -96.717925), Route carried "on" structure: County highway 34, Year Built: 2005, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 145 (year 2014), Average Future Daily Traffic: 145 (year 2039), Design Load: HL 93, Features Intersected: SNAKE 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: 10.7m (35.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 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, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $345,000,000, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45567, Location: 1.0 MI N OF JCT TH 1 (Lat: 48.209667, Lng: -96.717925), Route carried "on" structure: County highway 34, Year Built: 2005, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 145 (year 2014), Average Future Daily Traffic: 145 (year 2039), Design Load: HL 93, Features Intersected: SNAKE 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: 10.7m (35.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 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, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $345,000,000, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 45J01, Location: 0.5 MI S OF JCT CR 104 (Lat: 48.218844, Lng: -96.847800), Route carried "on" structure: County highway 528, Year Built: 1996, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 15 (year 1994), Average Future Daily Traffic: 15 (year 2029), Design Load: HS 25 or greater, Features Intersected: CO DITCH # 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Bridge Improvement Cost: $86,000,000
Structure Number: 45J01, Location: 0.5 MI S OF JCT CR 104 (Lat: 48.218844, Lng: -96.847800), Route carried "on" structure: County highway 528, Year Built: 1996, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 15 (year 1994), Average Future Daily Traffic: 15 (year 2029), Design Load: HS 25 or greater, Features Intersected: CO DITCH # 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Bridge Improvement Cost: $86,000,000
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Structure Number: 45J19, Location: 1.1 MI N OF JCT TH 75 (Lat: 48.238108, Lng: -96.782944), Route carried "on" structure: County highway 203, Year Built: 2000, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 26 (year 1993), Average Future Daily Traffic: 26 (year 2029), Design Load: HS 25 or greater, Features Intersected: MELGAARD COULEE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 45J19, Location: 1.1 MI N OF JCT TH 75 (Lat: 48.238108, Lng: -96.782944), Route carried "on" structure: County highway 203, Year Built: 2000, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 26 (year 1993), Average Future Daily Traffic: 26 (year 2029), Design Load: HS 25 or greater, Features Intersected: MELGAARD COULEE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 45J36, Location: 1.0 MI S OF JCT TH 1 (Lat: 48.181156, Lng: -96.782378), Route carried "on" structure: County highway 15, Year Built: 2003, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 690 (year 2014), Average Future Daily Traffic: 690 (year 2039), Design Load: HS 25 or greater, Features Intersected: FLOOD WATER DIVERSION
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019
Structure Number: 45J36, Location: 1.0 MI S OF JCT TH 1 (Lat: 48.181156, Lng: -96.782378), Route carried "on" structure: County highway 15, Year Built: 2003, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 690 (year 2014), Average Future Daily Traffic: 690 (year 2039), Design Load: HS 25 or greater, Features Intersected: FLOOD WATER DIVERSION
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019
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Structure Number: 45J44, Location: 0.1 MI S OF JCT TH 1 (Lat: 48.193133, Lng: -96.783294), Route carried "on" structure: County highway 15, Year Built: 2009, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 690 (year 2014), Average Future Daily Traffic: 690 (year 2039), Design Load: HS 25 or greater, Features Intersected: SNAKE 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, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
Structure Number: 45J44, Location: 0.1 MI S OF JCT TH 1 (Lat: 48.193133, Lng: -96.783294), Route carried "on" structure: County highway 15, Year Built: 2009, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 690 (year 2014), Average Future Daily Traffic: 690 (year 2039), Design Load: HS 25 or greater, Features Intersected: SNAKE 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, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
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Structure Number: 45J47, Location: 0.3 MI N OF JCT CSAH 64 (Lat: 48.199031, Lng: -96.776283), Route carried "on" structure: City street 60, Year Built: 2012, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 150 (year 2012), Average Future Daily Traffic: 150 (year 2029), Design Load: HL 93, Features Intersected: SNAKE 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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 45J47, Location: 0.3 MI N OF JCT CSAH 64 (Lat: 48.199031, Lng: -96.776283), Route carried "on" structure: City street 60, Year Built: 2012, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 150 (year 2012), Average Future Daily Traffic: 150 (year 2029), Design Load: HL 93, Features Intersected: SNAKE 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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 45X02, Location: 1.2 MI S OF OF JCT TH 1 (Lat: 48.180992, Lng: -96.762764), Route carried "on" structure: US 75, Year Built: 2005, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 1,251 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 640 (year 2039), Design Load: HS 25 or greater, Features Intersected: SNAKE R WATERSHED
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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.0m (16.4ft)
Condition: Channel: Very 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Bridge Improvement Cost: $285,000,000, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000
Structure Number: 45X02, Location: 1.2 MI S OF OF JCT TH 1 (Lat: 48.180992, Lng: -96.762764), Route carried "on" structure: US 75, Year Built: 2005, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 1,251 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 640 (year 2039), Design Load: HS 25 or greater, Features Intersected: SNAKE R WATERSHED
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: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.0m (16.4ft)
Condition: Channel: Very 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Bridge Improvement Cost: $285,000,000, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000
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Structure Number: 45X03, Location: 1.5 MI E OF JCT TH 75 (Lat: 48.195197, Lng: -96.745803), Route carried "on" structure: State highway 1, Year Built: 2005, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 1,501 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 1,350 (year 2039), Design Load: HS 25 or greater, Features Intersected: SNAKE R WATERSHED
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Bridge Improvement Cost: $275,000,000, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000
Structure Number: 45X03, Location: 1.5 MI E OF JCT TH 75 (Lat: 48.195197, Lng: -96.745803), Route carried "on" structure: State highway 1, Year Built: 2005, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 1,501 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 1,350 (year 2039), Design Load: HS 25 or greater, Features Intersected: SNAKE R WATERSHED
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Bridge Improvement Cost: $275,000,000, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000
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Structure Number: 5278, Location: 11.1 MI N OF JCT TH 1 (Lat: 47.464017, Lng: -91.030494), Route carried "on" structure: State highway 61, Year Built: 1924, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,003 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2039), Features Intersected: CARIBOU 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: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 5278, Location: 11.1 MI N OF JCT TH 1 (Lat: 47.464017, Lng: -91.030494), Route carried "on" structure: State highway 61, Year Built: 1924, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,003 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2039), Features Intersected: CARIBOU 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: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 568, Location: 4.8 Mi East of North Bra (Lat: 45.513367, Lng: -92.893167), Route carried "on" structure: State highway 95, Year Built: 1937, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,912 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 2,900 (year 2039), Design Load: H 15, Features Intersected: N BR SUNRISE 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: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.52m (1.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $239,000,000, Roadway Improvement Cost: $11,000,000, Total Project Cost: $177,000,000
Structure Number: 568, Location: 4.8 Mi East of North Bra (Lat: 45.513367, Lng: -92.893167), Route carried "on" structure: State highway 95, Year Built: 1937, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,912 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 2,900 (year 2039), Design Load: H 15, Features Intersected: N BR SUNRISE 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: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.52m (1.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: October 2020, Bridge Improvement Cost: $239,000,000, Roadway Improvement Cost: $11,000,000, Total Project Cost: $177,000,000
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Structure Number: 91594, Location: 2.5 MI N;W OF JCT TH 1 (Lat: 48.224122, Lng: -96.834550), Route carried "on" structure: County highway 104, Year Built: 1977, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 15 (year 2010), Average Future Daily Traffic: 15 (year 2039), Design Load: HS 20, Features Intersected: MELGARD COULEE (CD #21)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
Structure Number: 91594, Location: 2.5 MI N;W OF JCT TH 1 (Lat: 48.224122, Lng: -96.834550), Route carried "on" structure: County highway 104, Year Built: 1977, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 15 (year 2010), Average Future Daily Traffic: 15 (year 2039), Design Load: HS 20, Features Intersected: MELGARD COULEE (CD #21)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
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Structure Number: 96691, Location: 1.2 MI S OF JCT TH 1 (Lat: 48.180461, Lng: -96.762414), Route carried "on" structure: US 75, Year Built: 1989, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 629 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 640 (year 2039), Design Load: HS 20, Features Intersected: CO DITCH # 4
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: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 96691, Location: 1.2 MI S OF JCT TH 1 (Lat: 48.180461, Lng: -96.762414), Route carried "on" structure: US 75, Year Built: 1989, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 629 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 640 (year 2039), Design Load: HS 20, Features Intersected: CO DITCH # 4
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: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 972, Location: 1.2 MI S OF JCT CSAH 20 (Lat: 48.235356, Lng: -96.804794), Route carried "on" structure: County highway 207, Year Built: 1991, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 8 (year 1994), Average Future Daily Traffic: 8 (year 2029), Design Load: HS 25 or greater, Features Intersected: MELGAARD COULEE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $86,000,000
Structure Number: 972, Location: 1.2 MI S OF JCT CSAH 20 (Lat: 48.235356, Lng: -96.804794), Route carried "on" structure: County highway 207, Year Built: 1991, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 8 (year 1994), Average Future Daily Traffic: 8 (year 2029), Design Load: HS 25 or greater, Features Intersected: MELGAARD COULEE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $86,000,000
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Structure Number: L4208, Location: 0.1 MI N OF JCT TH 1 (Lat: 48.200756, Lng: -96.767717), Route carried "on" structure: City street 34, Year Built: 1959, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 100 (year 1994), Average Future Daily Traffic: 100 (year 2029), Features Intersected: SNAKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 39.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $225,000,000, Roadway Improvement Cost: $12,000,000, Total Project Cost: $279,000,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L4208, Location: 0.1 MI N OF JCT TH 1 (Lat: 48.200756, Lng: -96.767717), Route carried "on" structure: City street 34, Year Built: 1959, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 100 (year 1994), Average Future Daily Traffic: 100 (year 2029), Features Intersected: SNAKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 39.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $225,000,000, Roadway Improvement Cost: $12,000,000, Total Project Cost: $279,000,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous