Bridge Statistics for Bertha, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 56ft / 17.3mTotal length
- $97,001,000Total costs
- 3,918Total average daily traffic
- 41Total average daily truck traffic
- 3,927Total future (year 2027) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Bertha
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 21970-1979
- 11980-1989
- 21990-1999
- 62000-2009
- 12010-2019
- Bridge Condition - Deck
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 64.3%Very good
- 14.3%Good
- 14.3%Satisfactory
- 7.1%Fair
- Bridge Condition - Culverts
- 25.0%Very good
- 58.3%Good
- 8.3%Satisfactory
- 8.3%Fair
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Structure Number: 2352, Location: 0.35 MI S OF JCT CSAH 5 (Lat: 43.806389, Lng: -92.188531), Route carried "on" structure: County highway 7, Year Built: 1975, Status: Open, Structure Length: 5.14m (16.86ft), Average Daily Traffic: 245 (year 2017), Average Future Daily Traffic: 245 (year 2039), Design Load: HS 20, Features Intersected: MID BR ROOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2352, Location: 0.35 MI S OF JCT CSAH 5 (Lat: 43.806389, Lng: -92.188531), Route carried "on" structure: County highway 7, Year Built: 1975, Status: Open, Structure Length: 5.14m (16.86ft), Average Daily Traffic: 245 (year 2017), Average Future Daily Traffic: 245 (year 2039), Design Load: HS 20, Features Intersected: MID BR ROOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3836, Location: 0.5 MI W OF JCT CSAH1 (Lat: 46.266647, Lng: -95.115447), Route carried "on" structure: County highway 24, Year Built: 1922, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 310 (year 2014), Average Future Daily Traffic: 310 (year 2039), Design Load: HS 20, Features Intersected: WING 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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3836, Location: 0.5 MI W OF JCT CSAH1 (Lat: 46.266647, Lng: -95.115447), Route carried "on" structure: County highway 24, Year Built: 1922, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 310 (year 2014), Average Future Daily Traffic: 310 (year 2039), Design Load: HS 20, Features Intersected: WING 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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6004, Location: 3.0 MI E OF HEWITT (Lat: 46.325175, Lng: -95.025742), Route carried "on" structure: State highway 210, Year Built: 1936, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 821 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 830 (year 2039), Features Intersected: LITTLE PARTRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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 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 desirable criteria, Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $63,000,000, Total Project Cost: $22,000,000
Structure Number: 6004, Location: 3.0 MI E OF HEWITT (Lat: 46.325175, Lng: -95.025742), Route carried "on" structure: State highway 210, Year Built: 1936, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 821 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 830 (year 2039), Features Intersected: LITTLE PARTRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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 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 desirable criteria, Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $63,000,000, Total Project Cost: $22,000,000
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Structure Number: 77J35, Location: 0.1 MI E OF JCT CSAH 23 (Lat: 46.310689, Lng: -95.026183), Route carried "on" structure: County highway 227, Year Built: 2001, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 2000), Average Future Daily Traffic: 50 (year 2029), Design Load: HS 25 or greater, Features Intersected: Little Partridge River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 35.9 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: November 2020
Structure Number: 77J35, Location: 0.1 MI E OF JCT CSAH 23 (Lat: 46.310689, Lng: -95.026183), Route carried "on" structure: County highway 227, Year Built: 2001, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 2000), Average Future Daily Traffic: 50 (year 2029), Design Load: HS 25 or greater, Features Intersected: Little Partridge River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 35.9 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: November 2020
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Structure Number: 77J4, Location: 0.5 mi W of jct CSAH 1 (Lat: 46.237736, Lng: -95.116508), Route carried "on" structure: County highway 344, Year Built: 2001, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 20 (year 2001), Average Future Daily Traffic: 20 (year 2029), Design Load: HS 25 or greater, Features Intersected: Wing 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
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: November 2019
Structure Number: 77J4, Location: 0.5 mi W of jct CSAH 1 (Lat: 46.237736, Lng: -95.116508), Route carried "on" structure: County highway 344, Year Built: 2001, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 20 (year 2001), Average Future Daily Traffic: 20 (year 2029), Design Load: HS 25 or greater, Features Intersected: Wing 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
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: November 2019
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Structure Number: 77J47, Location: 0.3 mi W of jct CSAH 11 (Lat: 46.266800, Lng: -94.978614), Route carried "on" structure: County highway 24, Year Built: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 750 (year 2014), Average Future Daily Traffic: 750 (year 2039), Design Load: HS 25 or greater, Features Intersected: Partridge River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Bridge Improvement Cost: $78,000,000
Structure Number: 77J47, Location: 0.3 mi W of jct CSAH 11 (Lat: 46.266800, Lng: -94.978614), Route carried "on" structure: County highway 24, Year Built: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 750 (year 2014), Average Future Daily Traffic: 750 (year 2039), Design Load: HS 25 or greater, Features Intersected: Partridge River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Bridge Improvement Cost: $78,000,000
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Structure Number: 77J55, Location: 0.8 MI E OF JCT TH 71 (Lat: 46.252064, Lng: -95.045656), Route carried "on" structure: County highway 336, Year Built: 2004, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 75 (year 2003), Average Future Daily Traffic: 75 (year 2029), Design Load: HS 25 or greater, Features Intersected: LITTLE PARTRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.43m (1.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Bridge Improvement Cost: $76,000,000, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000
Structure Number: 77J55, Location: 0.8 MI E OF JCT TH 71 (Lat: 46.252064, Lng: -95.045656), Route carried "on" structure: County highway 336, Year Built: 2004, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 75 (year 2003), Average Future Daily Traffic: 75 (year 2029), Design Load: HS 25 or greater, Features Intersected: LITTLE PARTRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.43m (1.41ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Bridge Improvement Cost: $76,000,000, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000
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Structure Number: 77J64, Location: 0.5 MI E JCT US 71 (Lat: 46.237536, Lng: -95.051994), Route carried "on" structure: County highway 344, Year Built: 2006, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 87 (year 2005), Average Future Daily Traffic: 87 (year 2029), Design Load: HS 25 or greater, Features Intersected: LITTLE PARTRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 58.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 77J64, Location: 0.5 MI E JCT US 71 (Lat: 46.237536, Lng: -95.051994), Route carried "on" structure: County highway 344, Year Built: 2006, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 87 (year 2005), Average Future Daily Traffic: 87 (year 2029), Design Load: HS 25 or greater, Features Intersected: LITTLE PARTRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 58.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
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Structure Number: 77J66, Location: 0.4 MI W OF JCT CSAH 1 (Lat: 46.252169, Lng: -95.113425), Route carried "on" structure: County highway 336, Year Built: 2008, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 59 (year 2007), Average Future Daily Traffic: 59 (year 2027), Design Load: HS 25 or greater, Features Intersected: WING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 77J66, Location: 0.4 MI W OF JCT CSAH 1 (Lat: 46.252169, Lng: -95.113425), Route carried "on" structure: County highway 336, Year Built: 2008, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 59 (year 2007), Average Future Daily Traffic: 59 (year 2027), Design Load: HS 25 or greater, Features Intersected: WING RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
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Structure Number: 77J74, Location: 0.4 MI N OF JCT CSAH 30 (Lat: 46.301492, Lng: -95.029206), Route carried "on" structure: County highway 23, Year Built: 2011, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 375 (year 2014), Average Future Daily Traffic: 375 (year 2039), Design Load: HS 25 or greater, Features Intersected: LITTLE PARTRIDGE CREEK
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: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) 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: September 2018
Structure Number: 77J74, Location: 0.4 MI N OF JCT CSAH 30 (Lat: 46.301492, Lng: -95.029206), Route carried "on" structure: County highway 23, Year Built: 2011, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 375 (year 2014), Average Future Daily Traffic: 375 (year 2039), Design Load: HS 25 or greater, Features Intersected: LITTLE PARTRIDGE CREEK
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: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) 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: September 2018
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Structure Number: 96428, Location: 1.2 MI S OF JCT CR 76 (Lat: 46.281761, Lng: -95.033347), Route carried "on" structure: County highway 23, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 335 (year 2014), Average Future Daily Traffic: 335 (year 2039), Design Load: HS 20, Features Intersected: LITTLE PARTRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 96428, Location: 1.2 MI S OF JCT CR 76 (Lat: 46.281761, Lng: -95.033347), Route carried "on" structure: County highway 23, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 335 (year 2014), Average Future Daily Traffic: 335 (year 2039), Design Load: HS 20, Features Intersected: LITTLE PARTRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 9643, Location: 1.5 MI E OF JCT TH 71 (Lat: 46.266583, Lng: -95.037200), Route carried "on" structure: County highway 24, Year Built: 1990, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 750 (year 2014), Average Future Daily Traffic: 750 (year 2039), Design Load: HS 20, Features Intersected: LITTLE PARTRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 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 2018
Structure Number: 9643, Location: 1.5 MI E OF JCT TH 71 (Lat: 46.266583, Lng: -95.037200), Route carried "on" structure: County highway 24, Year Built: 1990, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 750 (year 2014), Average Future Daily Traffic: 750 (year 2039), Design Load: HS 20, Features Intersected: LITTLE PARTRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 39.2 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 2018
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Structure Number: 97766, Location: 0.1 MI W OF JCT CSAH 23 (Lat: 46.296361, Lng: -95.031525), Route carried "on" structure: County highway 325, Year Built: 1994, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 20 (year 1994), Average Future Daily Traffic: 20 (year 2029), Design Load: HS 25 or greater, Features Intersected: LITTLE PARTRIDGE CREEK
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: 3.5m (11.5ft)
Condition: Channel: Very 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: September 2018
Structure Number: 97766, Location: 0.1 MI W OF JCT CSAH 23 (Lat: 46.296361, Lng: -95.031525), Route carried "on" structure: County highway 325, Year Built: 1994, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 20 (year 1994), Average Future Daily Traffic: 20 (year 2029), Design Load: HS 25 or greater, Features Intersected: LITTLE PARTRIDGE CREEK
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: 3.5m (11.5ft)
Condition: Channel: Very 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: September 2018
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Structure Number: L9447, Location: 0.3 MI E OF JCT TH 71 (Lat: 46.223072, Lng: -95.057639), Route carried "on" structure: County highway 345, Year Built: 1973, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 21 (year 1970), Average Future Daily Traffic: 21 (year 2029), Features Intersected: LITTLE PARTRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.2m (7.2ft)
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: 26.1 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: Equal to present desirable criteria, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $60,000,000, Roadway Improvement Cost: $5,000,000, Total Project Cost: $75,000,000
Structure Number: L9447, Location: 0.3 MI E OF JCT TH 71 (Lat: 46.223072, Lng: -95.057639), Route carried "on" structure: County highway 345, Year Built: 1973, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 21 (year 1970), Average Future Daily Traffic: 21 (year 2029), Features Intersected: LITTLE PARTRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.2m (7.2ft)
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: 26.1 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: Equal to present desirable criteria, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $60,000,000, Roadway Improvement Cost: $5,000,000, Total Project Cost: $75,000,000