Bridge Statistics for Polk, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 249ft / 76.2mTotal length
- 261,958Total average daily traffic
- 59,903Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Polk
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 141950-1959
- 21960-1969
- 11980-1989
- 81990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 41990-1999
- Bridge Condition - Deck
- 10.5%Excellent
- 36.8%Very good
- 26.3%Good
- 15.8%Satisfactory
- 10.5%Fair
- Bridge Condition - Superstructure
- 21.1%Excellent
- 15.8%Very good
- 42.1%Good
- 5.3%Satisfactory
- 15.8%Fair
- Bridge Condition - Substructure
- 26.3%Excellent
- 26.3%Very good
- 31.6%Good
- 10.5%Satisfactory
- 5.3%Fair
- Bridge Condition - Channel
- 13.3%Very good
- 46.7%Good
- 40.0%Satisfactory
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Structure Number: 301388, Location: .91 MILES SOUTH OF SR 89 (Lat: 40.898161, Lng: -82.229961), Route carried "on" structure: US 42, Year Built: 1935, Year Reconstructed: 1972, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 3,086 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 4,283 (year 2035), Design Load: HS 20, Features Intersected: KATOTAWA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.101, Lanes on structure: 2, Owner: State 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: 18.6m (61.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 301388, Location: .91 MILES SOUTH OF SR 89 (Lat: 40.898161, Lng: -82.229961), Route carried "on" structure: US 42, Year Built: 1935, Year Reconstructed: 1972, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 3,086 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 4,283 (year 2035), Design Load: HS 20, Features Intersected: KATOTAWA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.101, Lanes on structure: 2, Owner: State 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: 18.6m (61.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 301817, Location: 1.02 MILES N OF SR 302 (Lat: 40.933419, Lng: -82.271781), Route carried "on" structure: State highway 58, Year Built: 1991, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,789 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,483 (year 2035), Design Load: HS 20+Mod, Features Intersected: TRIB OF ORANGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.808, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 13.1m (43.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 90.7 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 301817, Location: 1.02 MILES N OF SR 302 (Lat: 40.933419, Lng: -82.271781), Route carried "on" structure: State highway 58, Year Built: 1991, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,789 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,483 (year 2035), Design Load: HS 20+Mod, Features Intersected: TRIB OF ORANGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.808, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 13.1m (43.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 90.7 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 301841, Location: 1.24 MILES N OF SR 302 (Lat: 40.935839, Lng: -82.269519), Route carried "on" structure: State highway 58, Year Built: 1991, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 1,789 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,483 (year 2035), Design Load: HS 20, Features Intersected: ORANGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.145, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Very good, Channel: Good, 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: Somewhat better than minimum adequacy, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 301841, Location: 1.24 MILES N OF SR 302 (Lat: 40.935839, Lng: -82.269519), Route carried "on" structure: State highway 58, Year Built: 1991, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 1,789 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,483 (year 2035), Design Load: HS 20, Features Intersected: ORANGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.145, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Very good, Channel: Good, 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: Somewhat better than minimum adequacy, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 301876, Location: 1.62 MI S OF CR 620 (Lat: 40.955469, Lng: -82.258411), Route carried "on" structure: State highway 58, Year Built: 1993, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 1,789 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,483 (year 2035), Design Load: HS 20, Features Intersected: ORANGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.592, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Good, 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 301876, Location: 1.62 MI S OF CR 620 (Lat: 40.955469, Lng: -82.258411), Route carried "on" structure: State highway 58, Year Built: 1993, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 1,789 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,483 (year 2035), Design Load: HS 20, Features Intersected: ORANGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.592, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Good, 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 301906, Location: 1.32 MI SOUTH CR 620 (Lat: 40.959731, Lng: -82.257131), Route carried "on" structure: Bypass State highway 58, Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,789 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,483 (year 2035), Design Load: HS 20+Mod, Features Intersected: TRIB OF ORANGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.107, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 301906, Location: 1.32 MI SOUTH CR 620 (Lat: 40.959731, Lng: -82.257131), Route carried "on" structure: Bypass State highway 58, Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,789 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,483 (year 2035), Design Load: HS 20+Mod, Features Intersected: TRIB OF ORANGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.107, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 303127, Location: 1.2 MI N OF SR89 (Lat: 40.885400, Lng: -82.192489), Route carried "on" structure: County highway T0353, Year Built: 1959, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: H 10, Features Intersected: OVER ASD-071-1190, Facility Carried by Structure: TR 353
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.580, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.2m (108.9ft), 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: 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 303127, Location: 1.2 MI N OF SR89 (Lat: 40.885400, Lng: -82.192489), Route carried "on" structure: County highway T0353, Year Built: 1959, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: H 10, Features Intersected: OVER ASD-071-1190, Facility Carried by Structure: TR 353
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.580, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.2m (108.9ft), 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: 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 303151, Location: 2 MI N OF SR89 (Lat: 40.893569, Lng: -82.182719), Route carried "on" structure: County highway 1150, Year Built: 1959, Status: Open, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: H 10, Features Intersected: OVER ASD-071-1267
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.432, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), 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: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 303151, Location: 2 MI N OF SR89 (Lat: 40.893569, Lng: -82.182719), Route carried "on" structure: County highway 1150, Year Built: 1959, Status: Open, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: H 10, Features Intersected: OVER ASD-071-1267
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.432, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), 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: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 303186, Location: .5 MI S OF SR302 (Lat: 40.898819, Lng: -82.175069), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2001, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 23,727 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 32,933 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER ASD-0251-1117 CH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.195, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 303186, Location: .5 MI S OF SR302 (Lat: 40.898819, Lng: -82.175069), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2001, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 23,727 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 32,933 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER ASD-0251-1117 CH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.195, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 303216, Location: .5 MI S OF SR302 (Lat: 40.898500, Lng: -82.175039), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2001, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 23,727 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 32,933 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER ASD-0251-1115 CH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.195, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 303216, Location: .5 MI S OF SR302 (Lat: 40.898500, Lng: -82.175039), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2001, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 23,727 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 32,933 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER ASD-0251-1115 CH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.195, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 303275, Location: 1.3 MI S OF 604 (Lat: 40.906081, Lng: -82.156839), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2001, Status: Open, Structure Length: 6.84m (22.44ft), Average Daily Traffic: 23,727 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 32,933 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER ASD-175-1072REDHAWC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.949, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 303275, Location: 1.3 MI S OF 604 (Lat: 40.906081, Lng: -82.156839), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2001, Status: Open, Structure Length: 6.84m (22.44ft), Average Daily Traffic: 23,727 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 32,933 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER ASD-175-1072REDHAWC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.949, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: August 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: 303305, Location: 1.3 MI S OF 604 (Lat: 40.905819, Lng: -82.156850), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2001, Status: Open, Structure Length: 6.84m (22.44ft), Average Daily Traffic: 23,727 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 32,933 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER ASD-175-1075REDHAWC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.949, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 303305, Location: 1.3 MI S OF 604 (Lat: 40.905819, Lng: -82.156850), Route carried "on" structure: Interstate 71, Year Built: 1959, Year Reconstructed: 2001, Status: Open, Structure Length: 6.84m (22.44ft), Average Daily Traffic: 23,727 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 32,933 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER ASD-175-1075REDHAWC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.949, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: August 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: 303658, Location: .21 MI N I-71 (Lat: 40.880231, Lng: -82.211361), Route carried "on" structure: State highway 89, Year Built: 1993, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 2,283 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 3,169 (year 2035), Design Load: HS 20+Mod, Features Intersected: MOHR RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.156, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 303658, Location: .21 MI N I-71 (Lat: 40.880231, Lng: -82.211361), Route carried "on" structure: State highway 89, Year Built: 1993, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 2,283 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 3,169 (year 2035), Design Load: HS 20+Mod, Features Intersected: MOHR RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.156, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 305278, Location: 1.7 MI E OF U542 OVER I71 (Lat: 40.902389, Lng: -82.166689), Route carried "on" structure: State highway 302, Year Built: 1959, Status: Open, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 1,379 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 1,914 (year 2035), Design Load: H 15, Features Intersected: OVER ASD-071 -1368
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.927, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 305278, Location: 1.7 MI E OF U542 OVER I71 (Lat: 40.902389, Lng: -82.166689), Route carried "on" structure: State highway 302, Year Built: 1959, Status: Open, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 1,379 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 1,914 (year 2035), Design Load: H 15, Features Intersected: OVER ASD-071 -1368
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.927, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 305294, Location: .34 MI W SR 89 (Lat: 40.921531, Lng: -82.220669), Route carried "on" structure: State highway 302, Year Built: 1994, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,046 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 1,452 (year 2035), Design Load: HS 20+Mod, Features Intersected: KATATOWA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.061, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, 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: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 305294, Location: .34 MI W SR 89 (Lat: 40.921531, Lng: -82.220669), Route carried "on" structure: State highway 302, Year Built: 1994, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,046 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 1,452 (year 2035), Design Load: HS 20+Mod, Features Intersected: KATATOWA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.061, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, 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: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 306118, Location: 1.56 MI E OF US 42 (Lat: 40.915111, Lng: -82.162619), Route carried "on" structure: State highway 604, Year Built: 1992, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 375 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 521 (year 2035), Design Load: HS 20+Mod, Features Intersected: RED HAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 306118, Location: 1.56 MI E OF US 42 (Lat: 40.915111, Lng: -82.162619), Route carried "on" structure: State highway 604, Year Built: 1992, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 375 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 521 (year 2035), Design Load: HS 20+Mod, Features Intersected: RED HAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 33174, Location: 0.06 MILES N. OF SR 604 (Lat: 40.915900, Lng: -82.163569), Route carried "on" structure: County highway C0175, Year Built: 2013, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 410 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 569 (year 2033), Design Load: HL 93, Features Intersected: RED HAW CREEK, Facility Carried by Structure: COUNTY ROAD 175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.013, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 18.3m (60.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 64.8 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: 51.8 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 33174, Location: 0.06 MILES N. OF SR 604 (Lat: 40.915900, Lng: -82.163569), Route carried "on" structure: County highway C0175, Year Built: 2013, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 410 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 569 (year 2033), Design Load: HL 93, Features Intersected: RED HAW CREEK, Facility Carried by Structure: COUNTY ROAD 175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.013, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 18.3m (60.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 64.8 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: 51.8 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 334278, Location: .77 M W OF SR 58 (Lat: 40.973981, Lng: -82.255789), Route carried "on" structure: County highway C0620, Year Built: 1984, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 802 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 1,113 (year 2034), Design Load: HS 20+Mod, Features Intersected: ORANGE CREEK, Facility Carried by Structure: COUNTY ROAD 620
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.461, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 51.8 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: 38.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334278, Location: .77 M W OF SR 58 (Lat: 40.973981, Lng: -82.255789), Route carried "on" structure: County highway C0620, Year Built: 1984, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 802 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 1,113 (year 2034), Design Load: HS 20+Mod, Features Intersected: ORANGE CREEK, Facility Carried by Structure: COUNTY ROAD 620
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.461, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 51.8 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: 38.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334308, Location: .04 M N/W OF SR 58 (Lat: 40.962339, Lng: -82.255319), Route carried "on" structure: County highway T0673, Year Built: 1969, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 98 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 136 (year 2034), Features Intersected: ORANGE CREEK, Facility Carried by Structure: COUNTY ROAD 673
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.104, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334308, Location: .04 M N/W OF SR 58 (Lat: 40.962339, Lng: -82.255319), Route carried "on" structure: County highway T0673, Year Built: 1969, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 98 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 136 (year 2034), Features Intersected: ORANGE CREEK, Facility Carried by Structure: COUNTY ROAD 673
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.104, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334537, Location: .76 M E OF SR 58 (Lat: 40.937681, Lng: -82.267089), Route carried "on" structure: County highway T0852, Year Built: 1969, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 181 (year 2014), Truck Traffic: 14%, Average Future Daily Traffic: 251 (year 2034), Features Intersected: ORANGE CREEK, Facility Carried by Structure: TOWNSHIP ROAD 852
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.668, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334537, Location: .76 M E OF SR 58 (Lat: 40.937681, Lng: -82.267089), Route carried "on" structure: County highway T0852, Year Built: 1969, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 181 (year 2014), Truck Traffic: 14%, Average Future Daily Traffic: 251 (year 2034), Features Intersected: ORANGE CREEK, Facility Carried by Structure: TOWNSHIP ROAD 852
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.668, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334588, Location: .76 MI EAST OF SR 58 (Lat: 40.937619, Lng: -82.253281), Route carried "on" structure: County highway T0852, Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 139 (year 2034), Design Load: HS 20+Mod, Features Intersected: BRANCH OF ORANGE CREEK, Facility Carried by Structure: TOWNSHIP ROAD 852
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.461, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 74.5 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: 55.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 334588, Location: .76 MI EAST OF SR 58 (Lat: 40.937619, Lng: -82.253281), Route carried "on" structure: County highway T0852, Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2014), Truck Traffic: 15%, Average Future Daily Traffic: 139 (year 2034), Design Load: HS 20+Mod, Features Intersected: BRANCH OF ORANGE CREEK, Facility Carried by Structure: TOWNSHIP ROAD 852
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.461, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 74.5 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: 55.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 303127, Location: 1.2 MI N OF SR89 (Lat: 40.885400, Lng: -82.192489), Route carried "under" structure: Interstate 71, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 50,103 (year 2016), Truck Traffic: 24%, Features Intersected: UNDER ASD-0353-1200, Facility Carried by Structure: TR 353
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 19.171, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 303127, Location: 1.2 MI N OF SR89 (Lat: 40.885400, Lng: -82.192489), Route carried "under" structure: Interstate 71, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 50,103 (year 2016), Truck Traffic: 24%, Features Intersected: UNDER ASD-0353-1200, Facility Carried by Structure: TR 353
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 19.171, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
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Structure Number: 303151, Location: 2 MI N OF SR89 (Lat: 40.893569, Lng: -82.182719), Route carried "under" structure: Interstate 71, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 50,103 (year 2016), Truck Traffic: 24%, Features Intersected: UNDER ASD-1150-0151, Facility Carried by Structure: TR 1150
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 20.402, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 303151, Location: 2 MI N OF SR89 (Lat: 40.893569, Lng: -82.182719), Route carried "under" structure: Interstate 71, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 50,103 (year 2016), Truck Traffic: 24%, Features Intersected: UNDER ASD-1150-0151, Facility Carried by Structure: TR 1150
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 20.402, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 303186, Location: .5 MI S OF SR302 (Lat: 40.898819, Lng: -82.175069), Route carried "under" structure: County highway C0251, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 498 (year 2015), Truck Traffic: 7%, Features Intersected: UNDER ASD-071 -1317, Facility Carried by Structure: IR 71
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 17.976, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft)
Structure Number: 303186, Location: .5 MI S OF SR302 (Lat: 40.898819, Lng: -82.175069), Route carried "under" structure: County highway C0251, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 498 (year 2015), Truck Traffic: 7%, Features Intersected: UNDER ASD-071 -1317, Facility Carried by Structure: IR 71
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 17.976, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft)
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Structure Number: 303216, Location: .5 MI S OF SR302 (Lat: 40.898500, Lng: -82.175039), Route carried "under" structure: County highway 251, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 498 (year 2015), Truck Traffic: 7%, Features Intersected: UNDER ASD-071 -1317, Facility Carried by Structure: IR 71
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 17.944, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft)
Structure Number: 303216, Location: .5 MI S OF SR302 (Lat: 40.898500, Lng: -82.175039), Route carried "under" structure: County highway 251, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 498 (year 2015), Truck Traffic: 7%, Features Intersected: UNDER ASD-071 -1317, Facility Carried by Structure: IR 71
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 17.944, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft)
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Structure Number: 303275, Location: 1.3 MI S OF 604 (Lat: 40.906081, Lng: -82.156839), Route carried "under" structure: County highway 175, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 473 (year 2015), Truck Traffic: 8%, Features Intersected: UNDER ASD-071 -1426, Facility Carried by Structure: IR 71
Minimum Vertical Clearance: 7.67m (25.16ft), Kilometerpoint: 17.252, 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: 303275, Location: 1.3 MI S OF 604 (Lat: 40.906081, Lng: -82.156839), Route carried "under" structure: County highway 175, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 473 (year 2015), Truck Traffic: 8%, Features Intersected: UNDER ASD-071 -1426, Facility Carried by Structure: IR 71
Minimum Vertical Clearance: 7.67m (25.16ft), Kilometerpoint: 17.252, 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: 303305, Location: 1.3 MI S OF 604 (Lat: 40.905819, Lng: -82.156850), Route carried "under" structure: County highway 175, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 473 (year 2015), Truck Traffic: 8%, Features Intersected: UNDER ASD-071 -1426, Facility Carried by Structure: IR 71
Minimum Vertical Clearance: 7.72m (25.33ft), Kilometerpoint: 17.204, 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: 303305, Location: 1.3 MI S OF 604 (Lat: 40.905819, Lng: -82.156850), Route carried "under" structure: County highway 175, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 473 (year 2015), Truck Traffic: 8%, Features Intersected: UNDER ASD-071 -1426, Facility Carried by Structure: IR 71
Minimum Vertical Clearance: 7.72m (25.33ft), Kilometerpoint: 17.204, 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: 305278, Location: 1.7 MI E OF U542 OVER I71 (Lat: 40.902389, Lng: -82.166689), Route carried "under" structure: Interstate 71, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 47,453 (year 2015), Truck Traffic: 24%, Features Intersected: UNDER ASD-302 -0244, Facility Carried by Structure: SR 302
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 22.016, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 305278, Location: 1.7 MI E OF U542 OVER I71 (Lat: 40.902389, Lng: -82.166689), Route carried "under" structure: Interstate 71, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 47,453 (year 2015), Truck Traffic: 24%, Features Intersected: UNDER ASD-302 -0244, Facility Carried by Structure: SR 302
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 22.016, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)