Bridge Statistics for Kirtland Hills, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 236ft / 72.5mTotal length
- 223,497Total average daily traffic
- 26,526Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Kirtland Hills
- No street view available for this location
- New bridges - historical statistics
- 81960-1969
- 11980-1989
- 11990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 12.5%Excellent
- 25.0%Very good
- 25.0%Good
- 12.5%Satisfactory
- 12.5%Poor
- 12.5%Serious
- Bridge Condition - Superstructure
- 25.0%Very good
- 37.5%Good
- 25.0%Satisfactory
- 12.5%Serious
- Bridge Condition - Substructure
- 12.5%Very good
- 62.5%Good
- 12.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 60.0%Good
- 20.0%Satisfactory
- 20.0%Poor
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Structure Number: 283241, Location: INT OF WISNER ROAD (Lat: 41.616689, Lng: -81.282231), Route carried "on" structure: County highway T0088, Year Built: 1984, Status: Open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 416 (year 2037), Design Load: HS 20+Mod, Features Intersected: ET BR CHAGRIN RIVER, Facility Carried by Structure: MITCHELLS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.4m (93.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 283241, Location: INT OF WISNER ROAD (Lat: 41.616689, Lng: -81.282231), Route carried "on" structure: County highway T0088, Year Built: 1984, Status: Open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 416 (year 2037), Design Load: HS 20+Mod, Features Intersected: ET BR CHAGRIN RIVER, Facility Carried by Structure: MITCHELLS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.4m (93.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2832917, Location: 0.4 MILES S. OF MENTOR RD (Lat: 41.618100, Lng: -81.279189), Route carried "on" structure: County highway T0084, Year Built: 2005, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 221 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 307 (year 2037), Design Load: HS 25 or greater, Features Intersected: HAYDEN CREEK, Facility Carried by Structure: WISNER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft)
Condition: Channel: Poor, 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: 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, 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: 2832917, Location: 0.4 MILES S. OF MENTOR RD (Lat: 41.618100, Lng: -81.279189), Route carried "on" structure: County highway T0084, Year Built: 2005, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 221 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 307 (year 2037), Design Load: HS 25 or greater, Features Intersected: HAYDEN CREEK, Facility Carried by Structure: WISNER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft)
Condition: Channel: Poor, 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: 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, 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
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Structure Number: 4304144, Location: .7 MI. E SR615 (Lat: 41.647811, Lng: -81.328089), Route carried "on" structure: City street M0502, Year Built: 1962, Status: Open, Structure Length: 18.90m (62.01ft), Average Daily Traffic: 7,114 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 71,705 (year 2035), Design Load: H 15, Features Intersected: I-90, Facility Carried by Structure: CHILLICOTHE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.447, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy
Structure Number: 4304144, Location: .7 MI. E SR615 (Lat: 41.647811, Lng: -81.328089), Route carried "on" structure: City street M0502, Year Built: 1962, Status: Open, Structure Length: 18.90m (62.01ft), Average Daily Traffic: 7,114 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 71,705 (year 2035), Design Load: H 15, Features Intersected: I-90, Facility Carried by Structure: CHILLICOTHE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.447, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy
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Structure Number: 4304179, Location: APPROX 1MI E SR615 (Lat: 41.647939, Lng: -81.324450), Route carried "on" structure: City street M0507, Year Built: 1962, Status: Open, Structure Length: 14.57m (47.80ft), Average Daily Traffic: 4,194 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 71,705 (year 2035), Design Load: H 15, Features Intersected: I-90, Facility Carried by Structure: LT MNTN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 29.2 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: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy
Structure Number: 4304179, Location: APPROX 1MI E SR615 (Lat: 41.647939, Lng: -81.324450), Route carried "on" structure: City street M0507, Year Built: 1962, Status: Open, Structure Length: 14.57m (47.80ft), Average Daily Traffic: 4,194 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 71,705 (year 2035), Design Load: H 15, Features Intersected: I-90, Facility Carried by Structure: LT MNTN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 29.2 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: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy
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Structure Number: 4304209, Location: 1.2 MI E SR615 (Lat: 41.647881, Lng: -81.320339), Route carried "on" structure: City street M0503, Year Built: 1962, Status: Open, Structure Length: 11.83m (38.81ft), Average Daily Traffic: 1,433 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 71,705 (year 2035), Design Load: H 15, Features Intersected: I-90, Facility Carried by Structure: HART RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.6m (70.9ft), 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: 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4304209, Location: 1.2 MI E SR615 (Lat: 41.647881, Lng: -81.320339), Route carried "on" structure: City street M0503, Year Built: 1962, Status: Open, Structure Length: 11.83m (38.81ft), Average Daily Traffic: 1,433 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 71,705 (year 2035), Design Load: H 15, Features Intersected: I-90, Facility Carried by Structure: HART RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.6m (70.9ft), 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: 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4304233, Location: 9.5 MI E SR615 (Lat: 41.648361, Lng: -81.301281), Route carried "on" structure: City street M0501, Year Built: 1961, Status: Open, Structure Length: 13.32m (43.70ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 71,705 (year 2035), Design Load: H 15, Features Intersected: I-90, Facility Carried by Structure: KING MEM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.982, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: 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: 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy
Structure Number: 4304233, Location: 9.5 MI E SR615 (Lat: 41.648361, Lng: -81.301281), Route carried "on" structure: City street M0501, Year Built: 1961, Status: Open, Structure Length: 13.32m (43.70ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 71,705 (year 2035), Design Load: H 15, Features Intersected: I-90, Facility Carried by Structure: KING MEM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.982, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: 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: 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy
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Structure Number: 433316, Location: 2.00 MI. N/ EAGLE ROAD (Lat: 41.628331, Lng: -81.315561), Route carried "on" structure: City street 609, Year Built: 2010, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,433 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,989 (year 2035), Design Load: HS 20+Mod, Features Intersected: E BRANCH CHAGRIN RIVER, Facility Carried by Structure: BOOTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, 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: 22.3m (73.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 433316, Location: 2.00 MI. N/ EAGLE ROAD (Lat: 41.628331, Lng: -81.315561), Route carried "on" structure: City street 609, Year Built: 2010, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,433 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,989 (year 2035), Design Load: HS 20+Mod, Features Intersected: E BRANCH CHAGRIN RIVER, Facility Carried by Structure: BOOTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, 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: 22.3m (73.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4333616, Location: 4.60 MI. N/ DEWEY ROAD (Lat: 41.628061, Lng: -81.314719), Route carried "on" structure: City street M0605, Year Built: 2010, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 393 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 545 (year 2035), Design Load: HL 93, Features Intersected: PIERSON CREEK, N/US6, Facility Carried by Structure: SPERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.403, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4333616, Location: 4.60 MI. N/ DEWEY ROAD (Lat: 41.628061, Lng: -81.314719), Route carried "on" structure: City street M0605, Year Built: 2010, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 393 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 545 (year 2035), Design Load: HL 93, Features Intersected: PIERSON CREEK, N/US6, Facility Carried by Structure: SPERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.403, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4333802, Location: .2 MI. S. OF BALDWIN RD (Lat: 41.636069, Lng: -81.332831), Route carried "on" structure: City street SANC, Year Built: 1990, Status: Posted for load, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 470 (year 1995), Truck Traffic: 2%, Average Future Daily Traffic: 652 (year 2015), Design Load: HS 20+Mod, Features Intersected: E.B. CHAGRIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 2, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Good, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4333802, Location: .2 MI. S. OF BALDWIN RD (Lat: 41.636069, Lng: -81.332831), Route carried "on" structure: City street SANC, Year Built: 1990, Status: Posted for load, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 470 (year 1995), Truck Traffic: 2%, Average Future Daily Traffic: 652 (year 2015), Design Load: HS 20+Mod, Features Intersected: E.B. CHAGRIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 2, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Good, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 12.19m (39.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4304144, Location: .7 MI. E SR615 (Lat: 41.647811, Lng: -81.328089), Route carried "under" structure: Interstate 90, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 51,661 (year 2015), Truck Traffic: 12%, Features Intersected: (CHILLICOTHE), Facility Carried by Structure: CHILLICOTHE RD
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 16.206, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)
Structure Number: 4304144, Location: .7 MI. E SR615 (Lat: 41.647811, Lng: -81.328089), Route carried "under" structure: Interstate 90, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 51,661 (year 2015), Truck Traffic: 12%, Features Intersected: (CHILLICOTHE), Facility Carried by Structure: CHILLICOTHE RD
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 16.206, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)
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Structure Number: 4304179, Location: APPROX 1MI E SR615 (Lat: 41.647939, Lng: -81.324450), Route carried "under" structure: Interstate 90, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 51,661 (year 2015), Truck Traffic: 12%, Features Intersected: LITTLE MOUNTAIN RD, Facility Carried by Structure: LT MNTN RD
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 16.592, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 4304179, Location: APPROX 1MI E SR615 (Lat: 41.647939, Lng: -81.324450), Route carried "under" structure: Interstate 90, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 51,661 (year 2015), Truck Traffic: 12%, Features Intersected: LITTLE MOUNTAIN RD, Facility Carried by Structure: LT MNTN RD
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 16.592, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 4304209, Location: 1.2 MI E SR615 (Lat: 41.647881, Lng: -81.320339), Route carried "under" structure: Interstate 90, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 51,661 (year 2015), Truck Traffic: 12%, Features Intersected: HART RD, Facility Carried by Structure: HART RD
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 16.914, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 4304209, Location: 1.2 MI E SR615 (Lat: 41.647881, Lng: -81.320339), Route carried "under" structure: Interstate 90, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 51,661 (year 2015), Truck Traffic: 12%, Features Intersected: HART RD, Facility Carried by Structure: HART RD
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 16.914, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 4304233, Location: 9.5 MI E SR615 (Lat: 41.648361, Lng: -81.301281), Route carried "under" structure: Interstate 90, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 51,661 (year 2015), Truck Traffic: 13%, Features Intersected: KING MEMORIAL RD, Facility Carried by Structure: KING MEM RD
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 18.524, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 4304233, Location: 9.5 MI E SR615 (Lat: 41.648361, Lng: -81.301281), Route carried "under" structure: Interstate 90, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 51,661 (year 2015), Truck Traffic: 13%, Features Intersected: KING MEMORIAL RD, Facility Carried by Structure: KING MEM RD
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 18.524, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)