Bridge Statistics for Burton, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 89ft / 26.9mTotal length
- 38,480Total average daily traffic
- 1,705Total average daily truck traffic
- 53,411Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Burton
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 11960-1969
- 11970-1979
- 41990-1999
- 42000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 41.7%Very good
- 33.3%Good
- 16.7%Satisfactory
- 8.3%Poor
- Bridge Condition - Superstructure
- 58.3%Very good
- 25.0%Good
- 8.3%Satisfactory
- 8.3%Poor
- Bridge Condition - Substructure
- 66.7%Very good
- 16.7%Good
- 8.3%Satisfactory
- 8.3%Poor
- Bridge Condition - Channel
- 30.8%Very good
- 38.5%Good
- 23.1%Satisfactory
- 7.7%Fair
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Structure Number: 2800721, Location: .75 MI E SR44 (Lat: 41.470811, Lng: -81.178439), Route carried "on" structure: State highway 87, Year Built: 1956, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 8,061 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 11,189 (year 2035), Design Load: H 15, Features Intersected: W BR CUY RIV 0.78 M E 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.234, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2800721, Location: .75 MI E SR44 (Lat: 41.470811, Lng: -81.178439), Route carried "on" structure: State highway 87, Year Built: 1956, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 8,061 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 11,189 (year 2035), Design Load: H 15, Features Intersected: W BR CUY RIV 0.78 M E 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.234, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2800756, Location: .9 MI E AQUILLA (Lat: 41.470811, Lng: -81.163519), Route carried "on" structure: State highway 87, Year Built: 1956, Status: Posted for load, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 8,061 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 11,189 (year 2035), Design Load: H 15, Features Intersected: Hopsons Crk .96 M W 168
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.521, Lanes on structure: 2, 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: 7.0m (23.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 2800756, Location: .9 MI E AQUILLA (Lat: 41.470811, Lng: -81.163519), Route carried "on" structure: State highway 87, Year Built: 1956, Status: Posted for load, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 8,061 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 11,189 (year 2035), Design Load: H 15, Features Intersected: Hopsons Crk .96 M W 168
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.521, Lanes on structure: 2, 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: 7.0m (23.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2800799, Location: 1 MI N GEORGIA RD (Lat: 41.464769, Lng: -81.127761), Route carried "on" structure: State highway 87, Year Built: 1994, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 7,648 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,615 (year 2035), Design Load: HS 20+Mod, Features Intersected: CUYAHOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.869, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2800799, Location: 1 MI N GEORGIA RD (Lat: 41.464769, Lng: -81.127761), Route carried "on" structure: State highway 87, Year Built: 1994, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 7,648 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,615 (year 2035), Design Load: HS 20+Mod, Features Intersected: CUYAHOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.869, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2801221, Location: APPROX 1 MI S SR87 (Lat: 41.459939, Lng: -81.138789), Route carried "on" structure: State highway 168, Year Built: 2007, Status: Open, Structure Length: 3.61m (11.84ft), Average Daily Traffic: 4,535 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 6,295 (year 2035), Design Load: HS 25 or greater, Features Intersected: CUY RIV 0.19 MI NW 700
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.199, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2801221, Location: APPROX 1 MI S SR87 (Lat: 41.459939, Lng: -81.138789), Route carried "on" structure: State highway 168, Year Built: 2007, Status: Open, Structure Length: 3.61m (11.84ft), Average Daily Traffic: 4,535 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 6,295 (year 2035), Design Load: HS 25 or greater, Features Intersected: CUY RIV 0.19 MI NW 700
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.199, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2830442, Location: .81MI. E OF SR700 (Lat: 41.408069, Lng: -81.129900), Route carried "on" structure: County highway T0205, Year Built: 1990, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 233 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 323 (year 2037), Design Load: HS 20, Features Intersected: HERSHBERGER CREEK, Facility Carried by Structure: PATCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.304, Lanes on structure: 2, 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: 9.9m (32.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum 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: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2830442, Location: .81MI. E OF SR700 (Lat: 41.408069, Lng: -81.129900), Route carried "on" structure: County highway T0205, Year Built: 1990, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 233 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 323 (year 2037), Design Load: HS 20, Features Intersected: HERSHBERGER CREEK, Facility Carried by Structure: PATCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.304, Lanes on structure: 2, 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: 9.9m (32.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum 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: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2830515, Location: 0.3 M. W. OF RAPIDS ROAD (Lat: 41.413761, Lng: -81.175300), Route carried "on" structure: County highway T0187, Year Built: 1960, Year Reconstructed: 1994, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 497 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 690 (year 2037), Design Load: H 20, Features Intersected: BRIDGE CREEK, Facility Carried by Structure: STAFFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.376, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2830515, Location: 0.3 M. W. OF RAPIDS ROAD (Lat: 41.413761, Lng: -81.175300), Route carried "on" structure: County highway T0187, Year Built: 1960, Year Reconstructed: 1994, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 497 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 690 (year 2037), Design Load: H 20, Features Intersected: BRIDGE CREEK, Facility Carried by Structure: STAFFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.376, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2831287, Location: 1 MI SOUTH OF SR 87 (Lat: 41.450361, Lng: -81.158511), Route carried "on" structure: County highway C0001, Year Built: 1998, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,378 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 3,301 (year 2035), Design Load: HS 20+Mod, Features Intersected: W BRANCH CUYAHOGA RIVER, Facility Carried by Structure: RAPIDS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.700, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 24.0m (78.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.3 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2831287, Location: 1 MI SOUTH OF SR 87 (Lat: 41.450361, Lng: -81.158511), Route carried "on" structure: County highway C0001, Year Built: 1998, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,378 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 3,301 (year 2035), Design Load: HS 20+Mod, Features Intersected: W BRANCH CUYAHOGA RIVER, Facility Carried by Structure: RAPIDS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.700, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 24.0m (78.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.3 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 2831368, Location: 200' WEST OF FISHER ROAD (Lat: 41.487750, Lng: -81.174169), Route carried "on" structure: County highway C0005, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 914 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1,269 (year 2037), Design Load: HS 20, Features Intersected: W BR CUYAHOGA RIVER, Facility Carried by Structure: AQUILLA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.3 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2831368, Location: 200' WEST OF FISHER ROAD (Lat: 41.487750, Lng: -81.174169), Route carried "on" structure: County highway C0005, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 914 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1,269 (year 2037), Design Load: HS 20, Features Intersected: W BR CUYAHOGA RIVER, Facility Carried by Structure: AQUILLA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.3 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2832003, Location: 0.4 MI. N. OF STAFFORD RD (Lat: 41.418489, Lng: -81.167531), Route carried "on" structure: County highway C0001, Year Built: 2003, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,253 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 3,127 (year 2037), Design Load: HS 20+Mod, Features Intersected: BRIDGE CREEK, Facility Carried by Structure: RAPIDS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.998, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 2832003, Location: 0.4 MI. N. OF STAFFORD RD (Lat: 41.418489, Lng: -81.167531), Route carried "on" structure: County highway C0001, Year Built: 2003, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,253 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 3,127 (year 2037), Design Load: HS 20+Mod, Features Intersected: BRIDGE CREEK, Facility Carried by Structure: RAPIDS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.998, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 2832283, Location: 3300' S OF RAPIDS RD INT (Lat: 41.458950, Lng: -81.161731), Route carried "on" structure: County highway T0083, Year Built: 2003, Status: Open, Structure Length: 2.02m (6.63ft), Average Daily Traffic: 553 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 768 (year 2037), Design Load: HS 20+Mod, Features Intersected: W BRANCH CUYAHOGA RIVER, Facility Carried by Structure: HOTCHKISS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.361, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.6m (64.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 64.8 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 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: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2832283, Location: 3300' S OF RAPIDS RD INT (Lat: 41.458950, Lng: -81.161731), Route carried "on" structure: County highway T0083, Year Built: 2003, Status: Open, Structure Length: 2.02m (6.63ft), Average Daily Traffic: 553 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 768 (year 2037), Design Load: HS 20+Mod, Features Intersected: W BRANCH CUYAHOGA RIVER, Facility Carried by Structure: HOTCHKISS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.361, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.6m (64.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 64.8 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 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: December 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2832607, Location: 0.25 MI. WEST OF CR-3 (Lat: 41.497181, Lng: -81.150111), Route carried "on" structure: County highway C0021, Year Built: 2010, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 1,279 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1,775 (year 2037), Design Load: HL 93, Features Intersected: DIEDRICH CREEK, Facility Carried by Structure: BUTTERNUT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.362, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 2832607, Location: 0.25 MI. WEST OF CR-3 (Lat: 41.497181, Lng: -81.150111), Route carried "on" structure: County highway C0021, Year Built: 2010, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 1,279 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 1,775 (year 2037), Design Load: HL 93, Features Intersected: DIEDRICH CREEK, Facility Carried by Structure: BUTTERNUT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.362, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 2833255, Location: 175 FT W. OF OSMOND ROAD (Lat: 41.497811, Lng: -81.164500), Route carried "on" structure: County highway C0021, Year Built: 1999, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 1,817 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 2,522 (year 2037), Design Load: HS 20+Mod, Features Intersected: W BR CUYAHOGA RIVER, Facility Carried by Structure: BUTTERNUT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.155, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 27.5m (90.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
Structure Number: 2833255, Location: 175 FT W. OF OSMOND ROAD (Lat: 41.497811, Lng: -81.164500), Route carried "on" structure: County highway C0021, Year Built: 1999, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 1,817 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 2,522 (year 2037), Design Load: HS 20+Mod, Features Intersected: W BR CUYAHOGA RIVER, Facility Carried by Structure: BUTTERNUT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.155, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 27.5m (90.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
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Structure Number: 2833271, Location: 2000' WEST OF CR-46 (Lat: 41.433531, Lng: -81.123700), Route carried "on" structure: County highway T0138, Year Built: 2006, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 251 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 348 (year 2037), Design Load: HS 25 or greater, Features Intersected: ROCKY RUN, Facility Carried by Structure: HUBBARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 2833271, Location: 2000' WEST OF CR-46 (Lat: 41.433531, Lng: -81.123700), Route carried "on" structure: County highway T0138, Year Built: 2006, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 251 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 348 (year 2037), Design Load: HS 25 or greater, Features Intersected: ROCKY RUN, Facility Carried by Structure: HUBBARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021