Bridge Statistics for Rawson, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 203ft / 61.9mTotal length
- 129,356Total average daily traffic
- 31,728Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Rawson
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11950-1959
- 81960-1969
- 11970-1979
- 11980-1989
- 31990-1999
- 22000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 28.6%Excellent
- 21.4%Very good
- 42.9%Good
- 7.1%Satisfactory
- Bridge Condition - Superstructure
- 7.1%Excellent
- 50.0%Very good
- 35.7%Good
- 7.1%Satisfactory
- Bridge Condition - Substructure
- 28.6%Excellent
- 21.4%Very good
- 28.6%Good
- 21.4%Satisfactory
- Bridge Condition - Channel
- 15.4%Excellent
- 30.8%Very good
- 23.1%Good
- 23.1%Satisfactory
- 7.7%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 3202437, Location: 2.08 mi. North of SR235 (Lat: 40.931900, Lng: -83.791639), Route carried "on" structure: Interstate 75, Year Built: 1963, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 15,528 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 21,553 (year 2035), Design Load: HS 20, Features Intersected: OTTAWA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.415, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 3202437, Location: 2.08 mi. North of SR235 (Lat: 40.931900, Lng: -83.791639), Route carried "on" structure: Interstate 75, Year Built: 1963, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 15,528 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 21,553 (year 2035), Design Load: HS 20, Features Intersected: OTTAWA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.415, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 3202461, Location: 2.08 mi. North of SR235 (Lat: 40.931581, Lng: -83.791489), Route carried "on" structure: Interstate 75, Year Built: 1963, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 15,528 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 21,553 (year 2035), Design Load: HS 20, Features Intersected: OTTAWA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.415, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 3202461, Location: 2.08 mi. North of SR235 (Lat: 40.931581, Lng: -83.791489), Route carried "on" structure: Interstate 75, Year Built: 1963, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 15,528 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 21,553 (year 2035), Design Load: HS 20, Features Intersected: OTTAWA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.415, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 3202496, Location: 2.55 mi. North of SR235 (Lat: 40.936619, Lng: -83.785031), Route carried "on" structure: County highway C0012, Year Built: 1963, Status: Open, Structure Length: 11.90m (39.04ft), Average Daily Traffic: 402 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 43,104 (year 2035), Design Load: H 15, Features Intersected: IR 75, Facility Carried by Structure: CR 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 3202496, Location: 2.55 mi. North of SR235 (Lat: 40.936619, Lng: -83.785031), Route carried "on" structure: County highway C0012, Year Built: 1963, Status: Open, Structure Length: 11.90m (39.04ft), Average Daily Traffic: 402 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 43,104 (year 2035), Design Load: H 15, Features Intersected: IR 75, Facility Carried by Structure: CR 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 3202526, Location: 4.0 mi. North of SR235 (Lat: 40.950981, Lng: -83.765781), Route carried "on" structure: County highway C0037, Year Built: 1964, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 485 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 43,104 (year 2035), Design Load: H 15, Features Intersected: IR 75, Facility Carried by Structure: CR 37
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 3202526, Location: 4.0 mi. North of SR235 (Lat: 40.950981, Lng: -83.765781), Route carried "on" structure: County highway C0037, Year Built: 1964, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 485 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 43,104 (year 2035), Design Load: H 15, Features Intersected: IR 75, Facility Carried by Structure: CR 37
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 3202585, Location: 5.33 mi. North of SR235 (Lat: 40.964869, Lng: -83.747111), Route carried "on" structure: County highway C0060, Year Built: 1964, Status: Open, Structure Length: 13.54m (44.42ft), Average Daily Traffic: 72 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 43,104 (year 2039), Design Load: H 15, Features Intersected: IR 75, Facility Carried by Structure: CR 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.368, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 3202585, Location: 5.33 mi. North of SR235 (Lat: 40.964869, Lng: -83.747111), Route carried "on" structure: County highway C0060, Year Built: 1964, Status: Open, Structure Length: 13.54m (44.42ft), Average Daily Traffic: 72 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 43,104 (year 2039), Design Load: H 15, Features Intersected: IR 75, Facility Carried by Structure: CR 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.368, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 320551, Location: 0.657 North of CR-37 (Lat: 40.960431, Lng: -83.727231), Route carried "on" structure: State highway 698, Year Built: 2021, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 604 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 750 (year 2040), Design Load: HL 93, Features Intersected: TIDERISHI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.612, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 320551, Location: 0.657 North of CR-37 (Lat: 40.960431, Lng: -83.727231), Route carried "on" structure: State highway 698, Year Built: 2021, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 604 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 750 (year 2040), Design Load: HL 93, Features Intersected: TIDERISHI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.612, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 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: 3230244, Location: 0.37 MI N TR 25 (Lat: 40.927300, Lng: -83.784989), Route carried "on" structure: County highway C0012, Year Built: 1996, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 341 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 473 (year 2037), Design Load: HS 20+Mod, Features Intersected: OTTAWA CREEK, Facility Carried by Structure: HAN CO RD 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.861, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Bituminous
Structure Number: 3230244, Location: 0.37 MI N TR 25 (Lat: 40.927300, Lng: -83.784989), Route carried "on" structure: County highway C0012, Year Built: 1996, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 341 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 473 (year 2037), Design Load: HS 20+Mod, Features Intersected: OTTAWA CREEK, Facility Carried by Structure: HAN CO RD 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.861, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Bituminous
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Structure Number: 323138, Location: 0.50 MI E CR 313 (Lat: 40.951200, Lng: -83.771381), Route carried "on" structure: County highway C0037, Year Built: 1900, Year Reconstructed: 1968, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 485 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 673 (year 2035), Design Load: HL 93, Features Intersected: HARDY DITCH, Facility Carried by Structure: HAN CO RD 37
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.205, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021
Structure Number: 323138, Location: 0.50 MI E CR 313 (Lat: 40.951200, Lng: -83.771381), Route carried "on" structure: County highway C0037, Year Built: 1900, Year Reconstructed: 1968, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 485 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 673 (year 2035), Design Load: HL 93, Features Intersected: HARDY DITCH, Facility Carried by Structure: HAN CO RD 37
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.205, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021
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Structure Number: 3231976, Location: 0.27 MI N TR 39 (Lat: 40.964061, Lng: -83.804189), Route carried "on" structure: County highway T0057, Year Built: 1975, Status: Open, Structure Length: 2.81m (9.22ft), Average Daily Traffic: 108 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 150 (year 2035), Design Load: HL 93, Features Intersected: OTTAWA CREEK, Facility Carried by Structure: UNI TWP RD 57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.849, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 3231976, Location: 0.27 MI N TR 39 (Lat: 40.964061, Lng: -83.804189), Route carried "on" structure: County highway T0057, Year Built: 1975, Status: Open, Structure Length: 2.81m (9.22ft), Average Daily Traffic: 108 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 150 (year 2035), Design Load: HL 93, Features Intersected: OTTAWA CREEK, Facility Carried by Structure: UNI TWP RD 57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.849, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 3233995, Location: 0.50 MI N TR 48 (Lat: 40.986869, Lng: -83.746581), Route carried "on" structure: County highway T0060, Year Built: 2002, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: HS 20+Mod, Features Intersected: TIDERISHI DITCH, Facility Carried by Structure: EAG TWP RD 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.850, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Bituminous
Structure Number: 3233995, Location: 0.50 MI N TR 48 (Lat: 40.986869, Lng: -83.746581), Route carried "on" structure: County highway T0060, Year Built: 2002, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: HS 20+Mod, Features Intersected: TIDERISHI DITCH, Facility Carried by Structure: EAG TWP RD 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.850, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Bituminous
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Structure Number: 3234762, Location: 0.39 MI E CR 12 (Lat: 40.907439, Lng: -83.778489), Route carried "on" structure: County highway C0024, Year Built: 1997, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 111 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 154 (year 2037), Design Load: HS 20+Mod, Features Intersected: OTTAWA CREEK, Facility Carried by Structure: HAN CO RD 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.766, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Bituminous
Structure Number: 3234762, Location: 0.39 MI E CR 12 (Lat: 40.907439, Lng: -83.778489), Route carried "on" structure: County highway C0024, Year Built: 1997, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 111 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 154 (year 2037), Design Load: HS 20+Mod, Features Intersected: OTTAWA CREEK, Facility Carried by Structure: HAN CO RD 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.766, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Bituminous
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Structure Number: 3234932, Location: 0.25 MI N TR 46 (Lat: 40.977189, Lng: -83.786700), Route carried "on" structure: County highway C0012, Year Built: 1997, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 290 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 403 (year 2037), Design Load: HS 20+Mod, Features Intersected: OTTAWA CREEK, Facility Carried by Structure: HAN CO RD 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.397, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Bituminous
Structure Number: 3234932, Location: 0.25 MI N TR 46 (Lat: 40.977189, Lng: -83.786700), Route carried "on" structure: County highway C0012, Year Built: 1997, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 290 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 403 (year 2037), Design Load: HS 20+Mod, Features Intersected: OTTAWA CREEK, Facility Carried by Structure: HAN CO RD 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.397, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Bituminous
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Structure Number: 3235254, Location: 0.15 MI N CR 37 (Lat: 40.952931, Lng: -83.765750), Route carried "on" structure: County highway T0059, Year Built: 1959, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HL 93, Features Intersected: HARDY DITCH, Facility Carried by Structure: UNI/EAG TWP RD 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.742, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft)
Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 3235254, Location: 0.15 MI N CR 37 (Lat: 40.952931, Lng: -83.765750), Route carried "on" structure: County highway T0059, Year Built: 1959, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HL 93, Features Intersected: HARDY DITCH, Facility Carried by Structure: UNI/EAG TWP RD 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.742, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft)
Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 3235408, Location: 0.30 MI E CR 12 (Lat: 40.914719, Lng: -83.779269), Route carried "on" structure: County highway T0034, Year Built: 1981, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 78 (year 2017), Truck Traffic: 18%, Average Future Daily Traffic: 108 (year 2037), Design Load: HL 93, Features Intersected: OTTAWA CREEK, Facility Carried by Structure: UNI TWP RD 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 3235408, Location: 0.30 MI E CR 12 (Lat: 40.914719, Lng: -83.779269), Route carried "on" structure: County highway T0034, Year Built: 1981, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 78 (year 2017), Truck Traffic: 18%, Average Future Daily Traffic: 108 (year 2037), Design Load: HL 93, Features Intersected: OTTAWA CREEK, Facility Carried by Structure: UNI TWP RD 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 3236021, Location: 0.20 MI E TR 48 (Lat: 40.982489, Lng: -83.731989), Route carried "on" structure: County highway C0313, Year Built: 2004, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 2,523 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 3,502 (year 2037), Design Load: HS 20+Mod, Features Intersected: TIDERISHI DITCH, Facility Carried by Structure: HAN CO RD 313
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.747, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Bituminous
Structure Number: 3236021, Location: 0.20 MI E TR 48 (Lat: 40.982489, Lng: -83.731989), Route carried "on" structure: County highway C0313, Year Built: 2004, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 2,523 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 3,502 (year 2037), Design Load: HS 20+Mod, Features Intersected: TIDERISHI DITCH, Facility Carried by Structure: HAN CO RD 313
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.747, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Bituminous
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Structure Number: 3236714, Location: 0.33 MI E CR 313 (Lat: 40.936669, Lng: -83.797239), Route carried "on" structure: County highway C0026, Year Built: 2012, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 87 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 121 (year 2037), Design Load: HL 93, Features Intersected: OTTAWA CREEK, Facility Carried by Structure: HAN CO RD 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.033, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Bituminous
Structure Number: 3236714, Location: 0.33 MI E CR 313 (Lat: 40.936669, Lng: -83.797239), Route carried "on" structure: County highway C0026, Year Built: 2012, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 87 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 121 (year 2037), Design Load: HL 93, Features Intersected: OTTAWA CREEK, Facility Carried by Structure: HAN CO RD 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.033, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Bituminous
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Structure Number: 3202496, Location: 2.55 mi. North of SR235 (Lat: 40.936619, Lng: -83.785031), Route carried "under" structure: Interstate 75, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 31,055 (year 2015), Truck Traffic: 24%, Features Intersected: CR 12, Facility Carried by Structure: CR 12
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 10.187, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
Structure Number: 3202496, Location: 2.55 mi. North of SR235 (Lat: 40.936619, Lng: -83.785031), Route carried "under" structure: Interstate 75, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 31,055 (year 2015), Truck Traffic: 24%, Features Intersected: CR 12, Facility Carried by Structure: CR 12
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 10.187, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
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Structure Number: 3202526, Location: 4.0 mi. North of SR235 (Lat: 40.950981, Lng: -83.765781), Route carried "under" structure: Interstate 75, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 31,055 (year 2015), Truck Traffic: 24%, Features Intersected: CR 37, Facility Carried by Structure: CR 37
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 12.489, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
Structure Number: 3202526, Location: 4.0 mi. North of SR235 (Lat: 40.950981, Lng: -83.765781), Route carried "under" structure: Interstate 75, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 31,055 (year 2015), Truck Traffic: 24%, Features Intersected: CR 37, Facility Carried by Structure: CR 37
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 12.489, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
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Structure Number: 3202585, Location: 5.33 mi. North of SR235 (Lat: 40.964869, Lng: -83.747111), Route carried "under" structure: Interstate 75, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 29,929 (year 2019), Truck Traffic: 30%, Features Intersected: CR 60
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 14.661, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 3202585, Location: 5.33 mi. North of SR235 (Lat: 40.964869, Lng: -83.747111), Route carried "under" structure: Interstate 75, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 29,929 (year 2019), Truck Traffic: 30%, Features Intersected: CR 60
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 14.661, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)