Bridge Statistics for Hardwick, Minnesota (MN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 82ft / 25.2mTotal length
- $390,001,000Total costs
- 3,085Total average daily traffic
- 3,085Total future (year 2029) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Hardwick
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 21960-1969
- 21970-1979
- 51980-1989
- 11990-1999
- 52000-2009
- 42010-2019
- Bridge Condition - Deck
- 25.0%Very good
- 50.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 25.0%Very good
- 50.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 25.0%Very good
- 25.0%Satisfactory
- 50.0%Poor
- Bridge Condition - Channel
- 38.1%Very good
- 33.3%Good
- 28.6%Satisfactory
- Bridge Condition - Culverts
- 5.9%Excellent
- 47.1%Very good
- 35.3%Good
- 5.9%Satisfactory
- 5.9%Fair
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Structure Number: 67547, Location: 0.7 MI W OF JCT CSAH 9 (Lat: 43.739625, Lng: -96.147264), Route carried "on" structure: County highway 65, Year Built: 2003, Status: Open, Structure Length: 4.28m (14.04ft), Average Daily Traffic: 56 (year 2000), Average Future Daily Traffic: 56 (year 2029), Design Load: HS 25 or greater, Features Intersected: ROCK RIVER
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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 67547, Location: 0.7 MI W OF JCT CSAH 9 (Lat: 43.739625, Lng: -96.147264), Route carried "on" structure: County highway 65, Year Built: 2003, Status: Open, Structure Length: 4.28m (14.04ft), Average Daily Traffic: 56 (year 2000), Average Future Daily Traffic: 56 (year 2029), Design Load: HS 25 or greater, Features Intersected: ROCK RIVER
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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 67J07, Location: 1.4 MI N OF JCT CSAH 7 (Lat: 43.792317, Lng: -96.172531), Route carried "on" structure: County highway 92, Year Built: 1996, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 41 (year 1996), Average Future Daily Traffic: 41 (year 2029), Design Load: HS 25 or greater, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
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, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
Structure Number: 67J07, Location: 1.4 MI N OF JCT CSAH 7 (Lat: 43.792317, Lng: -96.172531), Route carried "on" structure: County highway 92, Year Built: 1996, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 41 (year 1996), Average Future Daily Traffic: 41 (year 2029), Design Load: HS 25 or greater, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
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, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
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Structure Number: 67J53, Location: 0.4 MI N OF JCT CSAH 20 (Lat: 43.725164, Lng: -96.192514), Route carried "on" structure: County highway 10, Year Built: 2003, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 211 (year 2003), Average Future Daily Traffic: 211 (year 2029), Design Load: HS 25 or greater, Features Intersected: MOUND 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), Skew: 3 degrees, 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 67J53, Location: 0.4 MI N OF JCT CSAH 20 (Lat: 43.725164, Lng: -96.192514), Route carried "on" structure: County highway 10, Year Built: 2003, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 211 (year 2003), Average Future Daily Traffic: 211 (year 2029), Design Load: HS 25 or greater, Features Intersected: MOUND 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), Skew: 3 degrees, 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: 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: Better than 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: 67J57, Location: 0.8 MI W OF JCT CSAH 9 (Lat: 43.739564, Lng: -96.151567), Route carried "on" structure: County highway 65, Year Built: 2003, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 55 (year 2003), Average Future Daily Traffic: 55 (year 2029), Design Load: HS 25 or greater, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 67J57, Location: 0.8 MI W OF JCT CSAH 9 (Lat: 43.739564, Lng: -96.151567), Route carried "on" structure: County highway 65, Year Built: 2003, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 55 (year 2003), Average Future Daily Traffic: 55 (year 2029), Design Load: HS 25 or greater, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 67J74, Location: 0.7 MI N OF JCT CSAH 7 (Lat: 43.782933, Lng: -96.173247), Route carried "on" structure: County highway 92, Year Built: 2005, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 35 (year 2005), Average Future Daily Traffic: 35 (year 2029), Design Load: HS 25 or greater, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
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: 0.55m (1.80ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Bridge Improvement Cost: $122,000,000, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000
Structure Number: 67J74, Location: 0.7 MI N OF JCT CSAH 7 (Lat: 43.782933, Lng: -96.173247), Route carried "on" structure: County highway 92, Year Built: 2005, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 35 (year 2005), Average Future Daily Traffic: 35 (year 2029), Design Load: HS 25 or greater, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
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: 0.55m (1.80ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Bridge Improvement Cost: $122,000,000, Roadway Improvement Cost: $1,000, Total Project Cost: $1,000
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Structure Number: 67J83, Location: 0.5 MI E OF JCT CSAH 19 (Lat: 43.746672, Lng: -96.163269), Route carried "on" structure: County highway 55, Year Built: 2006, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 40 (year 2006), Average Future Daily Traffic: 40 (year 2029), Design Load: HS 25 or greater, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018
Structure Number: 67J83, Location: 0.5 MI E OF JCT CSAH 19 (Lat: 43.746672, Lng: -96.163269), Route carried "on" structure: County highway 55, Year Built: 2006, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 40 (year 2006), Average Future Daily Traffic: 40 (year 2029), Design Load: HS 25 or greater, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018
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Structure Number: 67K03, Location: 0.9 MI E OF JCT CSAH 19 (Lat: 43.804589, Lng: -96.176117), Route carried "on" structure: County highway 21, Year Built: 2010, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 40 (year 2010), Average Future Daily Traffic: 40 (year 2039), Design Load: HS 25 or greater, Features Intersected: STREAM
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: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Excellent, 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: Superior 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 2018
Structure Number: 67K03, Location: 0.9 MI E OF JCT CSAH 19 (Lat: 43.804589, Lng: -96.176117), Route carried "on" structure: County highway 21, Year Built: 2010, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 40 (year 2010), Average Future Daily Traffic: 40 (year 2039), Design Load: HS 25 or greater, Features Intersected: STREAM
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: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Excellent, 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: Superior 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 2018
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Structure Number: 67K16, Location: 0.8 MI E OF JCT TH 75 (Lat: 43.732308, Lng: -96.196158), Route carried "on" structure: County highway 64, Year Built: 2014, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 49 (year 2014), Average Future Daily Traffic: 49 (year 2034), Design Load: HL 93, Features Intersected: UNNAMED 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: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
Structure Number: 67K16, Location: 0.8 MI E OF JCT TH 75 (Lat: 43.732308, Lng: -96.196158), Route carried "on" structure: County highway 64, Year Built: 2014, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 49 (year 2014), Average Future Daily Traffic: 49 (year 2034), Design Load: HL 93, Features Intersected: UNNAMED 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: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
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Structure Number: 67K31, Location: 0.6 MI E OF JCT TH 75 (Lat: 43.746997, Lng: -96.201006), Route carried "on" structure: County highway 55, Year Built: 2016, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 49 (year 2016), Average Future Daily Traffic: 49 (year 2036), Design Load: HL 93, Features Intersected: MOUND 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: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: 67K31, Location: 0.6 MI E OF JCT TH 75 (Lat: 43.746997, Lng: -96.201006), Route carried "on" structure: County highway 55, Year Built: 2016, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 49 (year 2016), Average Future Daily Traffic: 49 (year 2036), Design Load: HL 93, Features Intersected: MOUND 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: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
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Structure Number: 91909, Location: 0.1 MI W OF JCT CR 54 (Lat: 43.761508, Lng: -96.255386), Route carried "on" structure: County highway 70, Year Built: 1982, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 67 (year 1990), Average Future Daily Traffic: 67 (year 2029), Design Load: HS 20, Features Intersected: BEAVER 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 91909, Location: 0.1 MI W OF JCT CR 54 (Lat: 43.761508, Lng: -96.255386), Route carried "on" structure: County highway 70, Year Built: 1982, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 67 (year 1990), Average Future Daily Traffic: 67 (year 2029), Design Load: HS 20, Features Intersected: BEAVER 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present 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: 92583, Location: 0.7 MI N OF JCT CSAH 20 (Lat: 43.728486, Lng: -96.252242), Route carried "on" structure: County highway 11, Year Built: 1969, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 70 (year 2010), Average Future Daily Traffic: 70 (year 2039), Design Load: H 20, Features Intersected: LITTLE BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 92583, Location: 0.7 MI N OF JCT CSAH 20 (Lat: 43.728486, Lng: -96.252242), Route carried "on" structure: County highway 11, Year Built: 1969, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 70 (year 2010), Average Future Daily Traffic: 70 (year 2039), Design Load: H 20, Features Intersected: LITTLE BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 92896, Location: 0.2 MI W OF JCT CSAH 11 (Lat: 43.776017, Lng: -96.255556), Route carried "on" structure: County highway 7, Year Built: 1972, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 330 (year 2014), Average Future Daily Traffic: 330 (year 2039), Design Load: HS 20, Features Intersected: BEAVER CREEK
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), Skew: 1 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: 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 24 months, Inspection Date: October 2021
Structure Number: 92896, Location: 0.2 MI W OF JCT CSAH 11 (Lat: 43.776017, Lng: -96.255556), Route carried "on" structure: County highway 7, Year Built: 1972, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 330 (year 2014), Average Future Daily Traffic: 330 (year 2039), Design Load: HS 20, Features Intersected: BEAVER CREEK
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), Skew: 1 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: 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 24 months, Inspection Date: October 2021
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Structure Number: 93208, Location: 0.1 MI E OF JCT CSAH 19 (Lat: 43.775608, Lng: -96.170861), Route carried "on" structure: County highway 7, Year Built: 1976, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 660 (year 2014), Average Future Daily Traffic: 660 (year 2039), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
Structure Number: 93208, Location: 0.1 MI E OF JCT CSAH 19 (Lat: 43.775608, Lng: -96.170861), Route carried "on" structure: County highway 7, Year Built: 1976, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 660 (year 2014), Average Future Daily Traffic: 660 (year 2039), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
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Structure Number: 95355, Location: 0.9 MI E OF JCT TH 75 (Lat: 43.761178, Lng: -96.195922), Route carried "on" structure: City street 11, Year Built: 1980, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 41 (year 1990), Average Future Daily Traffic: 41 (year 2029), Design Load: HS 20, Features Intersected: MOUND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
Structure Number: 95355, Location: 0.9 MI E OF JCT TH 75 (Lat: 43.761178, Lng: -96.195922), Route carried "on" structure: City street 11, Year Built: 1980, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 41 (year 1990), Average Future Daily Traffic: 41 (year 2029), Design Load: HS 20, Features Intersected: MOUND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
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Structure Number: 95397, Location: 2.5 MI S OF JCT CSAH 7 (Lat: 43.740428, Lng: -96.152078), Route carried "on" structure: County highway 64, Year Built: 1981, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 100 (year 1990), Average Future Daily Traffic: 100 (year 2029), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
Structure Number: 95397, Location: 2.5 MI S OF JCT CSAH 7 (Lat: 43.740428, Lng: -96.152078), Route carried "on" structure: County highway 64, Year Built: 1981, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 100 (year 1990), Average Future Daily Traffic: 100 (year 2029), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021
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Structure Number: 95649, Location: 0.4 MI W OF JCT CSAH 11 (Lat: 43.747408, Lng: -96.260717), Route carried "on" structure: County highway 67, Year Built: 1983, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 20 (year 1990), Average Future Daily Traffic: 20 (year 2029), Design Load: HS 20, Features Intersected: BEAVER 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: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 95649, Location: 0.4 MI W OF JCT CSAH 11 (Lat: 43.747408, Lng: -96.260717), Route carried "on" structure: County highway 67, Year Built: 1983, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 20 (year 1990), Average Future Daily Traffic: 20 (year 2029), Design Load: HS 20, Features Intersected: BEAVER 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: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than 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: L2106, Location: 0.3 MI E OF JCT TH 75 (Lat: 43.775775, Lng: -96.206406), Route carried "on" structure: County highway 7, Year Built: 1959, Status: Posted for load, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 1,050 (year 2014), Average Future Daily Traffic: 1,050 (year 2039), Design Load: H 15, Features Intersected: MOUND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L2106, Location: 0.3 MI E OF JCT TH 75 (Lat: 43.775775, Lng: -96.206406), Route carried "on" structure: County highway 7, Year Built: 1959, Status: Posted for load, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 1,050 (year 2014), Average Future Daily Traffic: 1,050 (year 2039), Design Load: H 15, Features Intersected: MOUND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: L215, Location: 0.1 MI S OF JCT CSAH 7 (Lat: 43.773875, Lng: -96.172578), Route carried "on" structure: County highway 19, Year Built: 1960, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 60 (year 2010), Average Future Daily Traffic: 60 (year 2039), Design Load: H 20, Features Intersected: STREAM
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $61,000,000, Roadway Improvement Cost: $49,000,000, Total Project Cost: $70,000,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: L215, Location: 0.1 MI S OF JCT CSAH 7 (Lat: 43.773875, Lng: -96.172578), Route carried "on" structure: County highway 19, Year Built: 1960, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 60 (year 2010), Average Future Daily Traffic: 60 (year 2039), Design Load: H 20, Features Intersected: STREAM
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $61,000,000, Roadway Improvement Cost: $49,000,000, Total Project Cost: $70,000,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: L2151, Location: 1.2 MI N OF JCT CSAH 21 (Lat: 43.827750, Lng: -96.192514), Route carried "on" structure: County highway 19, Year Built: 1938, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 55 (year 2010), Average Future Daily Traffic: 55 (year 2039), Features Intersected: STREAM
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: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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: October 2021, Bridge Improvement Cost: $56,000,000, Roadway Improvement Cost: $274,000,000, Total Project Cost: $320,000,000
Structure Number: L2151, Location: 1.2 MI N OF JCT CSAH 21 (Lat: 43.827750, Lng: -96.192514), Route carried "on" structure: County highway 19, Year Built: 1938, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 55 (year 2010), Average Future Daily Traffic: 55 (year 2039), Features Intersected: STREAM
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: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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: October 2021, Bridge Improvement Cost: $56,000,000, Roadway Improvement Cost: $274,000,000, Total Project Cost: $320,000,000
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Structure Number: R0192, Location: 1.8 MI W OF JCT TH 75 (Lat: 43.732789, Lng: -96.246983), Route carried "on" structure: County highway 64, Year Built: 1987, Year Reconstructed: 2019, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 55 (year 1990), Average Future Daily Traffic: 55 (year 2029), Design Load: H 20, Features Intersected: LITTLE BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.0m (3.3ft)
Condition: Channel: Good, 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: 26.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: R0192, Location: 1.8 MI W OF JCT TH 75 (Lat: 43.732789, Lng: -96.246983), Route carried "on" structure: County highway 64, Year Built: 1987, Year Reconstructed: 2019, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 55 (year 1990), Average Future Daily Traffic: 55 (year 2029), Design Load: H 20, Features Intersected: LITTLE BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.0m (3.3ft)
Condition: Channel: Good, 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: 26.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: R0667, Location: 0.9 MI E OF JCT CSAH 19 (Lat: 43.790092, Lng: -96.174264), Route carried "on" structure: County highway 73, Year Built: 2014, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1 (year 2014), Average Future Daily Traffic: 1 (year 2032), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Very good, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: R0667, Location: 0.9 MI E OF JCT CSAH 19 (Lat: 43.790092, Lng: -96.174264), Route carried "on" structure: County highway 73, Year Built: 2014, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1 (year 2014), Average Future Daily Traffic: 1 (year 2032), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Very good, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021