Bridge Statistics for Burbank, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 292ft / 89.3mTotal length
- $209,266,000Total costs
- 285,597Total average daily traffic
- 29,056Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Burbank
- No street view available for this location
- New bridges - historical statistics
- 111950-1959
- 11960-1969
- 21970-1979
- 11980-1989
- 21990-1999
- 72000-2009
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 42000-2009
- Bridge Condition - Deck
- 26.3%Excellent
- 47.4%Very good
- 21.1%Good
- 5.3%Fair
- Bridge Condition - Superstructure
- 42.1%Excellent
- 26.3%Very good
- 21.1%Good
- 10.5%Satisfactory
- Bridge Condition - Substructure
- 52.6%Excellent
- 21.1%Very good
- 26.3%Good
- Bridge Condition - Channel
- 42.9%Very good
- 42.9%Good
- 14.3%Satisfactory
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Structure Number: 5202256, Location: 1.57 MI S OF SR 83 (Lat: 40.993350, Lng: -82.025100), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2006, Status: Open, Structure Length: 13.76m (45.14ft), Average Daily Traffic: 20,153 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 27,972 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER ABANDONED RR/WETLAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5202256, Location: 1.57 MI S OF SR 83 (Lat: 40.993350, Lng: -82.025100), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2006, Status: Open, Structure Length: 13.76m (45.14ft), Average Daily Traffic: 20,153 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 27,972 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER ABANDONED RR/WETLAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, 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: 520228, Location: 1.57 MI S OF SR 83 (Lat: 40.992869, Lng: -82.025500), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2006, Status: Open, Structure Length: 13.76m (45.14ft), Average Daily Traffic: 20,153 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 27,972 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER ABANDONED RR/WETLAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 520228, Location: 1.57 MI S OF SR 83 (Lat: 40.992869, Lng: -82.025500), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2006, Status: Open, Structure Length: 13.76m (45.14ft), Average Daily Traffic: 20,153 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 27,972 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER ABANDONED RR/WETLAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, 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: 5202302, Location: 1.28 MI.SOUTH OF S.R.83 (Lat: 40.994981, Lng: -82.020489), Route carried "on" structure: Interstate 71, Year Built: 2006, Status: Open, Structure Length: 3.36m (11.02ft), Average Daily Traffic: 20,153 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 27,972 (year 2035), Design Load: HS 25 or greater, Features Intersected: LITTLE KILLBUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 97.2 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: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5202302, Location: 1.28 MI.SOUTH OF S.R.83 (Lat: 40.994981, Lng: -82.020489), Route carried "on" structure: Interstate 71, Year Built: 2006, Status: Open, Structure Length: 3.36m (11.02ft), Average Daily Traffic: 20,153 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 27,972 (year 2035), Design Load: HS 25 or greater, Features Intersected: LITTLE KILLBUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 97.2 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: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, 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: 5202337, Location: 1.28 MI.SOUTH OF S.R.83 (Lat: 40.994731, Lng: -82.020419), Route carried "on" structure: Interstate 71, Year Built: 2006, Status: Open, Structure Length: 3.36m (11.02ft), Average Daily Traffic: 20,153 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 27,972 (year 2035), Design Load: HS 25 or greater, Features Intersected: LITTLE KILLBUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 97.2 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: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5202337, Location: 1.28 MI.SOUTH OF S.R.83 (Lat: 40.994731, Lng: -82.020419), Route carried "on" structure: Interstate 71, Year Built: 2006, Status: Open, Structure Length: 3.36m (11.02ft), Average Daily Traffic: 20,153 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 27,972 (year 2035), Design Load: HS 25 or greater, Features Intersected: LITTLE KILLBUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 97.2 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: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, 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: 5202434, Location: .49 MI S OF SR83 (Lat: 40.997189, Lng: -82.005711), Route carried "on" structure: County highway C0152, Year Built: 1959, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 277 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 55,943 (year 2035), Design Load: H 15, Features Intersected: OVER MED-071 -0139, Facility Carried by Structure: TH 152 Cemetary Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.249, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), 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: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.1 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.14m (26.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $34,515,000, Roadway Improvement Cost: $174,751,000, Total Project Cost: $209,266,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5202434, Location: .49 MI S OF SR83 (Lat: 40.997189, Lng: -82.005711), Route carried "on" structure: County highway C0152, Year Built: 1959, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 277 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 55,943 (year 2035), Design Load: H 15, Features Intersected: OVER MED-071 -0139, Facility Carried by Structure: TH 152 Cemetary Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.249, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), 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: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.1 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.14m (26.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $34,515,000, Roadway Improvement Cost: $174,751,000, Total Project Cost: $209,266,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5202493, Location: 1.54 MILES NORTH OF SR83 (Lat: 41.000919, Lng: -81.967850), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2005, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 25,562 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 35,480 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER W.& L.E. R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.504, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, 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: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5202493, Location: 1.54 MILES NORTH OF SR83 (Lat: 41.000919, Lng: -81.967850), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2005, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 25,562 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 35,480 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER W.& L.E. R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.504, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, 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: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5202523, Location: 1.54 MILES NORTH OF SR83 (Lat: 41.000731, Lng: -81.967489), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2005, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 25,562 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 35,480 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER W.& L.E. R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.504, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, 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: 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: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5202523, Location: 1.54 MILES NORTH OF SR83 (Lat: 41.000731, Lng: -81.967489), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2005, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 25,562 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 35,480 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER W.& L.E. R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.504, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, 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: 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: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5205115, Location: 0.53 N.OF WAYNE CO.LINE (Lat: 40.997481, Lng: -81.996281), Route carried "on" structure: State highway 83, Year Built: 2006, Status: Open, Structure Length: 6.59m (21.62ft), Average Daily Traffic: 11,101 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 15,408 (year 2035), Design Load: HS 25 or greater, Features Intersected: MED-071-0188
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.7m (107.3ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.1 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5205115, Location: 0.53 N.OF WAYNE CO.LINE (Lat: 40.997481, Lng: -81.996281), Route carried "on" structure: State highway 83, Year Built: 2006, Status: Open, Structure Length: 6.59m (21.62ft), Average Daily Traffic: 11,101 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 15,408 (year 2035), Design Load: HS 25 or greater, Features Intersected: MED-071-0188
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.7m (107.3ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.1 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, 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: 5233895, Location: 1046' N OF COUNTY LINE (Lat: 40.992550, Lng: -81.958111), Route carried "on" structure: County highway 35, Year Built: 1970, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 654 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 908 (year 2035), Design Load: HS 20, Features Intersected: KILLBUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Good, Channel: 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5233895, Location: 1046' N OF COUNTY LINE (Lat: 40.992550, Lng: -81.958111), Route carried "on" structure: County highway 35, Year Built: 1970, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 654 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 908 (year 2035), Design Load: HS 20, Features Intersected: KILLBUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Good, Channel: 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8503273, Location: 3.71 MILES NORTH OF SR539 (Lat: 40.986639, Lng: -82.035961), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2003, Status: Open, Structure Length: 4.86m (15.94ft), Average Daily Traffic: 23,540 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 32,674 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER CON-070-0332 C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.815, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 58.3 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8503273, Location: 3.71 MILES NORTH OF SR539 (Lat: 40.986639, Lng: -82.035961), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2003, Status: Open, Structure Length: 4.86m (15.94ft), Average Daily Traffic: 23,540 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 32,674 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER CON-070-0332 C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.815, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 58.3 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, 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: 8503303, Location: 3.71 MILES NORTH OF SR539 (Lat: 40.986669, Lng: -82.035469), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2003, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 23,540 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 32,674 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER CON-070-0336 C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.815, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 58.3 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8503303, Location: 3.71 MILES NORTH OF SR539 (Lat: 40.986669, Lng: -82.035469), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2003, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 23,540 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 32,674 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER CON-070-0336 C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.815, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 58.3 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, 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: 8503796, Location: 0.54 MILES S.OF I.R.71 (Lat: 40.989919, Lng: -81.994781), Route carried "on" structure: State highway 83, Year Built: 2004, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 6,816 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 9,461 (year 2035), Design Load: HS 25 or greater, Features Intersected: BR.OF KILLBUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.893, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.8m (71.5ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8503796, Location: 0.54 MILES S.OF I.R.71 (Lat: 40.989919, Lng: -81.994781), Route carried "on" structure: State highway 83, Year Built: 2004, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 6,816 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 9,461 (year 2035), Design Load: HS 25 or greater, Features Intersected: BR.OF KILLBUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.893, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.8m (71.5ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 8506426, Location: 1.39 MILES EAST OF SR-83 (Lat: 40.944469, Lng: -81.967511), Route carried "on" structure: State highway 604, Year Built: 1965, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 868 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,205 (year 2035), Design Load: H 15, Features Intersected: LITTLE KILLBUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.404, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 8506426, Location: 1.39 MILES EAST OF SR-83 (Lat: 40.944469, Lng: -81.967511), Route carried "on" structure: State highway 604, Year Built: 1965, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 868 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,205 (year 2035), Design Load: H 15, Features Intersected: LITTLE KILLBUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.404, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 8532206, Location: 0.4 MI. W. OF CR6 (Lat: 40.978261, Lng: -81.965381), Route carried "on" structure: County highway T0170, Year Built: 1956, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 252 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 350 (year 2035), Design Load: HS 20, Features Intersected: BRANCH OF KILLBUCK, Facility Carried by Structure: TWP. ROAD 170
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.9 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: 29.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021
Structure Number: 8532206, Location: 0.4 MI. W. OF CR6 (Lat: 40.978261, Lng: -81.965381), Route carried "on" structure: County highway T0170, Year Built: 1956, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 252 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 350 (year 2035), Design Load: HS 20, Features Intersected: BRANCH OF KILLBUCK, Facility Carried by Structure: TWP. ROAD 170
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.9 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: 29.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021
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Structure Number: 8532303, Location: 0.5 MI. N. OF SR604 (Lat: 40.951531, Lng: -81.956981), Route carried "on" structure: County highway C0006, Year Built: 1990, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 938 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,302 (year 2035), Design Load: HS 20, Features Intersected: BRANCH OF KILLBUCK CREEK, Facility Carried by Structure: COUNTY ROAD 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.601, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 8532303, Location: 0.5 MI. N. OF SR604 (Lat: 40.951531, Lng: -81.956981), Route carried "on" structure: County highway C0006, Year Built: 1990, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 938 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,302 (year 2035), Design Load: HS 20, Features Intersected: BRANCH OF KILLBUCK CREEK, Facility Carried by Structure: COUNTY ROAD 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.601, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 8532311, Location: 200 FEET W. OF SR83 (Lat: 40.988881, Lng: -81.995939), Route carried "on" structure: County highway C0070, Year Built: 1992, Status: Open, Structure Length: 3.30m (10.83ft), Average Daily Traffic: 864 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,199 (year 2035), Design Load: HS 20+Mod, Features Intersected: KILLBUCK CREEK, Facility Carried by Structure: COUNTY ROAD 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 64.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8532311, Location: 200 FEET W. OF SR83 (Lat: 40.988881, Lng: -81.995939), Route carried "on" structure: County highway C0070, Year Built: 1992, Status: Open, Structure Length: 3.30m (10.83ft), Average Daily Traffic: 864 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,199 (year 2035), Design Load: HS 20+Mod, Features Intersected: KILLBUCK CREEK, Facility Carried by Structure: COUNTY ROAD 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 64.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 8532354, Location: 0.2 MI. WEST OF CR6 (Lat: 40.987411, Lng: -81.961861), Route carried "on" structure: County highway C0070, Year Built: 2000, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 818 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,135 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH OF KILLBUCK CREEK, Facility Carried by Structure: COUNTY ROAD 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.945, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8532354, Location: 0.2 MI. WEST OF CR6 (Lat: 40.987411, Lng: -81.961861), Route carried "on" structure: County highway C0070, Year Built: 2000, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 818 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,135 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH OF KILLBUCK CREEK, Facility Carried by Structure: COUNTY ROAD 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.945, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 8539618, Location: 0.4 MI. E. OF CR21 (Lat: 40.974381, Lng: -82.027561), Route carried "on" structure: County highway T0178, Year Built: 1976, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 594 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 824 (year 2035), Design Load: HS 20, Features Intersected: KILLBUCK CREEK, Facility Carried by Structure: TWP. ROAD 178
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.695, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 8539618, Location: 0.4 MI. E. OF CR21 (Lat: 40.974381, Lng: -82.027561), Route carried "on" structure: County highway T0178, Year Built: 1976, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 594 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 824 (year 2035), Design Load: HS 20, Features Intersected: KILLBUCK CREEK, Facility Carried by Structure: TWP. ROAD 178
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.695, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 8539731, Location: 0.9 MI. E. OF CR21 (Lat: 40.987311, Lng: -82.019189), Route carried "on" structure: County highway C0070, Year Built: 1985, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 671 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 931 (year 2035), Design Load: HS 20, Features Intersected: LITTLE KILLBUCK CREEK, Facility Carried by Structure: COUNTY ROAD 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.743, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 8539731, Location: 0.9 MI. E. OF CR21 (Lat: 40.987311, Lng: -82.019189), Route carried "on" structure: County highway C0070, Year Built: 1985, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 671 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 931 (year 2035), Design Load: HS 20, Features Intersected: LITTLE KILLBUCK CREEK, Facility Carried by Structure: COUNTY ROAD 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.743, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 853982, Location: 0.4 MI. SOUTH OF CR70 (Lat: 40.980989, Lng: -82.035300), Route carried "on" structure: County highway C0021, Year Built: 2001, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 459 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 637 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH OF KILLBUCK CREEK, Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.985, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 15.8m (51.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 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 desirable 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 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 853982, Location: 0.4 MI. SOUTH OF CR70 (Lat: 40.980989, Lng: -82.035300), Route carried "on" structure: County highway C0021, Year Built: 2001, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 459 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 637 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH OF KILLBUCK CREEK, Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.985, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 15.8m (51.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 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 desirable 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 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 5202434, Location: .49 MI S OF SR83 (Lat: 40.997189, Lng: -82.005711), Route carried "under" structure: Interstate 71, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 40,305 (year 2015), Truck Traffic: 7%, Features Intersected: UNDER MED-152-0048 TH, Facility Carried by Structure: TH 152 Cemetary Rd
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 2.237, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 5202434, Location: .49 MI S OF SR83 (Lat: 40.997189, Lng: -82.005711), Route carried "under" structure: Interstate 71, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 40,305 (year 2015), Truck Traffic: 7%, Features Intersected: UNDER MED-152-0048 TH, Facility Carried by Structure: TH 152 Cemetary Rd
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 2.237, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)
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Structure Number: 5205115, Location: 0.53 N.OF WAYNE CO.LINE (Lat: 40.997481, Lng: -81.996281), Route carried "under" structure: Interstate 71, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 40,386 (year 2015), Truck Traffic: 7%, Features Intersected: MED-83-0053, Facility Carried by Structure: SR 83
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 3.026, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.7m (107.3ft)
Structure Number: 5205115, Location: 0.53 N.OF WAYNE CO.LINE (Lat: 40.997481, Lng: -81.996281), Route carried "under" structure: Interstate 71, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 40,386 (year 2015), Truck Traffic: 7%, Features Intersected: MED-83-0053, Facility Carried by Structure: SR 83
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 3.026, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.7m (107.3ft)
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Structure Number: 8503273, Location: 3.71 MILES NORTH OF SR539 (Lat: 40.986639, Lng: -82.035961), Route carried "under" structure: County highway 70, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 889 (year 2015), Truck Traffic: 8%, Features Intersected: UNDER WAY-071-0672L, Facility Carried by Structure: IR 71
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 5.327, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 8503273, Location: 3.71 MILES NORTH OF SR539 (Lat: 40.986639, Lng: -82.035961), Route carried "under" structure: County highway 70, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 889 (year 2015), Truck Traffic: 8%, Features Intersected: UNDER WAY-071-0672L, Facility Carried by Structure: IR 71
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 5.327, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 8503303, Location: 3.71 MILES NORTH OF SR539 (Lat: 40.986669, Lng: -82.035469), Route carried "under" structure: County highway 70, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 889 (year 2015), Truck Traffic: 8%, Features Intersected: UNDER WAY-071-0672R, Facility Carried by Structure: IR 71
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 5.391, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 8503303, Location: 3.71 MILES NORTH OF SR539 (Lat: 40.986669, Lng: -82.035469), Route carried "under" structure: County highway 70, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 889 (year 2015), Truck Traffic: 8%, Features Intersected: UNDER WAY-071-0672R, Facility Carried by Structure: IR 71
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 5.391, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)