Bridge Statistics for Brecksville, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 29Number of bridges
- 374ft / 114mTotal length
- $6,018,000Total costs
- 520,631Total average daily traffic
- 55,351Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Brecksville
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 61930-1939
- 11940-1949
- 41950-1959
- 101960-1969
- 31970-1979
- 31990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 31980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 16.7%Very good
- 38.9%Good
- 33.3%Satisfactory
- 11.1%Poor
- Bridge Condition - Superstructure
- 27.8%Very good
- 22.2%Good
- 33.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 16.7%Very good
- 33.3%Good
- 27.8%Satisfactory
- 16.7%Fair
- 5.6%Poor
- Bridge Condition - Channel
- 6.3%Very good
- 25.0%Good
- 18.8%Satisfactory
- 25.0%Fair
- 18.8%Poor
- 6.3%Critical
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Fair
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Structure Number: 180286, Location: .13 M N SR-82 (Lat: 41.321881, Lng: -81.626850), Route carried "on" structure: State highway 21, Year Built: 1995, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 14,240 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 19,765 (year 2035), Design Load: HS 20+Mod, Features Intersected: CHIPPEWA CRK .13 MI N 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.925, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 180286, Location: .13 M N SR-82 (Lat: 41.321881, Lng: -81.626850), Route carried "on" structure: State highway 21, Year Built: 1995, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 14,240 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 19,765 (year 2035), Design Load: HS 20+Mod, Features Intersected: CHIPPEWA CRK .13 MI N 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.925, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1805649, Location: 2.48 MI. S. OF JCT SR-82 (Lat: 41.283069, Lng: -81.636761), Route carried "on" structure: City street M1367, Year Built: 1968, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 3,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 4,164 (year 2029), Design Load: H 20, Features Intersected: IR-77 (UND SNOWVILLE RD), Facility Carried by Structure: SNOWVILLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.136, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1805649, Location: 2.48 MI. S. OF JCT SR-82 (Lat: 41.283069, Lng: -81.636761), Route carried "on" structure: City street M1367, Year Built: 1968, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 3,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 4,164 (year 2029), Design Load: H 20, Features Intersected: IR-77 (UND SNOWVILLE RD), Facility Carried by Structure: SNOWVILLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.136, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1805673, Location: 2.0 MI. S. OF JCT. SR.82 (Lat: 41.289389, Lng: -81.637339), Route carried "on" structure: County highway 187, Year Built: 1968, Year Reconstructed: 2005, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 16,260 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 22,569 (year 2022), Design Load: HS 20, Features Intersected: IR-77 (UND MILLER RD), Facility Carried by Structure: MILLER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.572, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.7m (84.3ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1805673, Location: 2.0 MI. S. OF JCT. SR.82 (Lat: 41.289389, Lng: -81.637339), Route carried "on" structure: County highway 187, Year Built: 1968, Year Reconstructed: 2005, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 16,260 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 22,569 (year 2022), Design Load: HS 20, Features Intersected: IR-77 (UND MILLER RD), Facility Carried by Structure: MILLER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.572, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.7m (84.3ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1805738, Location: 1.07 MI. S. OF JCT. SR-82 (Lat: 41.301561, Lng: -81.645261), Route carried "on" structure: City street 1138, Year Built: 1968, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 2,000 (year 2009), Average Future Daily Traffic: 2,776 (year 2029), Design Load: H 15, Features Intersected: IR-77 (UND VALLEY PKWY.), Facility Carried by Structure: VALLEY PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1805738, Location: 1.07 MI. S. OF JCT. SR-82 (Lat: 41.301561, Lng: -81.645261), Route carried "on" structure: City street 1138, Year Built: 1968, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 2,000 (year 2009), Average Future Daily Traffic: 2,776 (year 2029), Design Load: H 15, Features Intersected: IR-77 (UND VALLEY PKWY.), Facility Carried by Structure: VALLEY PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1805762, Location: .59 MI. S. OF JCT. SR-82 (Lat: 41.307711, Lng: -81.649119), Route carried "on" structure: County highway C0081, Year Built: 1971, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 4,473 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 6,209 (year 2036), Design Load: H 20, Features Intersected: IR-77 (UND OAKES RD.), Facility Carried by Structure: OAKES RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.971, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, 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: Meets minimum limits, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1805762, Location: .59 MI. S. OF JCT. SR-82 (Lat: 41.307711, Lng: -81.649119), Route carried "on" structure: County highway C0081, Year Built: 1971, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 4,473 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 6,209 (year 2036), Design Load: H 20, Features Intersected: IR-77 (UND OAKES RD.), Facility Carried by Structure: OAKES RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.971, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, 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: Meets minimum limits, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1807269, Location: .25 MI E SR21 (Lat: 41.320219, Lng: -81.621761), Route carried "on" structure: State highway 82, Year Built: 1932, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 28,437 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 39,471 (year 2035), Design Load: H 20, Features Intersected: CHIPPEWA CRK .40 MI E 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.145, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Roadway Improvement Cost: $50,000, Total Project Cost: $500,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1807269, Location: .25 MI E SR21 (Lat: 41.320219, Lng: -81.621761), Route carried "on" structure: State highway 82, Year Built: 1932, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 28,437 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 39,471 (year 2035), Design Load: H 20, Features Intersected: CHIPPEWA CRK .40 MI E 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.145, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Roadway Improvement Cost: $50,000, Total Project Cost: $500,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1829955, Location: 2.1MI WEST OF EXIT 11 (Lat: 41.284100, Lng: -81.657400), Route carried "on" structure: County highway 74, Year Built: 1954, Year Reconstructed: 1987, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 3,956 (year 2017), Average Future Daily Traffic: 34,922 (year 2037), Design Load: HS 20+Mod, Features Intersected: I80 OHIO TURNPIKE, Facility Carried by Structure: HIGHLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.824, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1829955, Location: 2.1MI WEST OF EXIT 11 (Lat: 41.284100, Lng: -81.657400), Route carried "on" structure: County highway 74, Year Built: 1954, Year Reconstructed: 1987, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 3,956 (year 2017), Average Future Daily Traffic: 34,922 (year 2037), Design Load: HS 20+Mod, Features Intersected: I80 OHIO TURNPIKE, Facility Carried by Structure: HIGHLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.824, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 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: 1829971, Location: 1.6MI WEST OF EXIT 11 (Lat: 41.280081, Lng: -81.648911), Route carried "on" structure: City street M1191, Year Built: 1954, Year Reconstructed: 1987, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 30,000 (year 1990), Truck Traffic: 20%, Average Future Daily Traffic: 34,922 (year 2010), Design Load: HS 20+Mod, Features Intersected: IR 80 OHIO TPK, Facility Carried by Structure: BARR RD
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 42.1 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 minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1829971, Location: 1.6MI WEST OF EXIT 11 (Lat: 41.280081, Lng: -81.648911), Route carried "on" structure: City street M1191, Year Built: 1954, Year Reconstructed: 1987, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 30,000 (year 1990), Truck Traffic: 20%, Average Future Daily Traffic: 34,922 (year 2010), Design Load: HS 20+Mod, Features Intersected: IR 80 OHIO TPK, Facility Carried by Structure: BARR RD
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 42.1 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 minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 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: 1831682, Location: 300 FT EAST OF HARRIS RD (Lat: 41.321250, Lng: -81.640839), Route carried "on" structure: County highway C0267, Year Built: 1936, Year Reconstructed: 1970, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 4,742 (year 1999), Truck Traffic: 16%, Average Future Daily Traffic: 6,582 (year 2019), Design Load: HS 15, Features Intersected: CHIPPEWA CREEK, Facility Carried by Structure: OLD ROYALTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $118,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1831682, Location: 300 FT EAST OF HARRIS RD (Lat: 41.321250, Lng: -81.640839), Route carried "on" structure: County highway C0267, Year Built: 1936, Year Reconstructed: 1970, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 4,742 (year 1999), Truck Traffic: 16%, Average Future Daily Traffic: 6,582 (year 2019), Design Load: HS 15, Features Intersected: CHIPPEWA CREEK, Facility Carried by Structure: OLD ROYALTON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $118,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1832662, Location: 7873' NORTH OF VAUGHN RD (Lat: 41.307000, Lng: -81.585989), Route carried "on" structure: County highway 96, Year Built: 1993, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 994 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 1,380 (year 2035), Design Load: H 15, Features Intersected: CREEK TO CUYAHOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.669, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 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: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1832662, Location: 7873' NORTH OF VAUGHN RD (Lat: 41.307000, Lng: -81.585989), Route carried "on" structure: County highway 96, Year Built: 1993, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 994 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 1,380 (year 2035), Design Load: H 15, Features Intersected: CREEK TO CUYAHOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.669, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 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: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1833898, Location: 3327' N OF PARKVIEW RD (Lat: 41.317300, Lng: -81.592031), Route carried "on" structure: County highway 96, Year Built: 1974, Year Reconstructed: 1996, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 994 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 1,380 (year 2035), Design Load: HS 20, Features Intersected: CHIPPEWA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.053, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 59.9 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior 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
Structure Number: 1833898, Location: 3327' N OF PARKVIEW RD (Lat: 41.317300, Lng: -81.592031), Route carried "on" structure: County highway 96, Year Built: 1974, Year Reconstructed: 1996, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 994 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 1,380 (year 2035), Design Load: HS 20, Features Intersected: CHIPPEWA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.053, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 59.9 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior 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
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Structure Number: 1834673, Location: 247 FT N. OF WIESE ROAD (Lat: 41.338431, Lng: -81.602889), Route carried "on" structure: County highway 96, Year Built: 1937, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 905 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,256 (year 2035), Design Load: H 15, Features Intersected: CREEK TO CUYAHOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.821, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft)
Condition: Channel: Critical, Culverts: Fair, Operating Rating: 46.0 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: 35.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $58,000, Roadway Improvement Cost: $6,000, Total Project Cost: $70,000
Structure Number: 1834673, Location: 247 FT N. OF WIESE ROAD (Lat: 41.338431, Lng: -81.602889), Route carried "on" structure: County highway 96, Year Built: 1937, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 905 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,256 (year 2035), Design Load: H 15, Features Intersected: CREEK TO CUYAHOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.821, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft)
Condition: Channel: Critical, Culverts: Fair, Operating Rating: 46.0 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: 35.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $58,000, Roadway Improvement Cost: $6,000, Total Project Cost: $70,000
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Structure Number: 1834894, Location: 2532 FT W OF BRECKSVILLE (Lat: 41.322781, Lng: -81.635589), Route carried "on" structure: County highway C0267, Year Built: 2011, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,700 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 2,360 (year 2032), Design Load: HL 93, Features Intersected: CHIPPEWA CREEK, Facility Carried by Structure: OLD ROYALTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.5m (106.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1834894, Location: 2532 FT W OF BRECKSVILLE (Lat: 41.322781, Lng: -81.635589), Route carried "on" structure: County highway C0267, Year Built: 2011, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,700 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 2,360 (year 2032), Design Load: HL 93, Features Intersected: CHIPPEWA CREEK, Facility Carried by Structure: OLD ROYALTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.5m (106.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 1890646, Location: 100 FT S OF VALLEY PARKWY (Lat: 41.304061, Lng: -81.609450), Route carried "on" structure: Other road CMP, Year Built: 1940, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,000 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 2,776 (year 2015), Features Intersected: TRIBUTARY OF CHIPPEWA CR, Facility Carried by Structure: MEADOWS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1890646, Location: 100 FT S OF VALLEY PARKWY (Lat: 41.304061, Lng: -81.609450), Route carried "on" structure: Other road CMP, Year Built: 1940, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,000 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 2,776 (year 2015), Features Intersected: TRIBUTARY OF CHIPPEWA CR, Facility Carried by Structure: MEADOWS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1890735, Location: 150 FT WEST VALLEY PKWY (Lat: 41.315989, Lng: -81.601039), Route carried "on" structure: Other road CMP, Year Built: 1938, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,000 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 5,552 (year 2015), Features Intersected: TRIBUTARY OF CHIPPEWA CR, Facility Carried by Structure: CHIPPEWA CRK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.055, Lanes on structure: 2, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021
Structure Number: 1890735, Location: 150 FT WEST VALLEY PKWY (Lat: 41.315989, Lng: -81.601039), Route carried "on" structure: Other road CMP, Year Built: 1938, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,000 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 5,552 (year 2015), Features Intersected: TRIBUTARY OF CHIPPEWA CR, Facility Carried by Structure: CHIPPEWA CRK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.055, Lanes on structure: 2, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021
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Structure Number: 1891227, Location: 1500 FT W.OF RIVERVIEW RD (Lat: 41.316669, Lng: -81.598061), Route carried "on" structure: Other road CMP, Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,000 (year 1990), Truck Traffic: 5%, Average Future Daily Traffic: 2,776 (year 2010), Design Load: HS 20+Mod, Features Intersected: CHIPPEWA CREEK, Facility Carried by Structure: CHIPPEWA CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: 42.1 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 minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1891227, Location: 1500 FT W.OF RIVERVIEW RD (Lat: 41.316669, Lng: -81.598061), Route carried "on" structure: Other road CMP, Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,000 (year 1990), Truck Traffic: 5%, Average Future Daily Traffic: 2,776 (year 2010), Design Load: HS 20+Mod, Features Intersected: CHIPPEWA CREEK, Facility Carried by Structure: CHIPPEWA CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: 42.1 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 minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7706871, Location: 3.43 MI W OF SR 8 (Lat: 41.321289, Lng: -81.587189), Route carried "on" structure: State highway 82, Year Built: 1931, Year Reconstructed: 1989, Status: Open, Structure Length: 34.53m (113.29ft), Average Daily Traffic: 10,523 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 14,606 (year 2035), Design Load: HS 20+Mod, Features Intersected: CUY RIV-B&O RR-BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 55.2m (181.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 35.78m (117.39ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Roadway Improvement Cost: $405,000, Total Project Cost: $5,187,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7706871, Location: 3.43 MI W OF SR 8 (Lat: 41.321289, Lng: -81.587189), Route carried "on" structure: State highway 82, Year Built: 1931, Year Reconstructed: 1989, Status: Open, Structure Length: 34.53m (113.29ft), Average Daily Traffic: 10,523 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 14,606 (year 2035), Design Load: HS 20+Mod, Features Intersected: CUY RIV-B&O RR-BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 55.2m (181.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 35.78m (117.39ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Roadway Improvement Cost: $405,000, Total Project Cost: $5,187,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7733038, Location: 100 FT S COLUMBIA RD (Lat: 41.275600, Lng: -81.568011), Route carried "on" structure: County highway C0009, Year Built: 1929, Status: Posted for load, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 2,800 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 3,886 (year 2035), Features Intersected: COLUMBIA RUN, Facility Carried by Structure: RIVERVIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.014, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7733038, Location: 100 FT S COLUMBIA RD (Lat: 41.275600, Lng: -81.568011), Route carried "on" structure: County highway C0009, Year Built: 1929, Status: Posted for load, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 2,800 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 3,886 (year 2035), Features Intersected: COLUMBIA RUN, Facility Carried by Structure: RIVERVIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.014, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7733119, Location: 2700 FT N OF BOSTON MILLS (Lat: 41.270381, Lng: -81.550711), Route carried "on" structure: County highway C0115, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 301 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 418 (year 2035), Design Load: H 20, Features Intersected: STANFORD RUN, Facility Carried by Structure: HINES HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 74.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 7733119, Location: 2700 FT N OF BOSTON MILLS (Lat: 41.270381, Lng: -81.550711), Route carried "on" structure: County highway C0115, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 301 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 418 (year 2035), Design Load: H 20, Features Intersected: STANFORD RUN, Facility Carried by Structure: HINES HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 74.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 7751001, Location: 2100 FT E OF RIVERVIEW RD (Lat: 41.288331, Lng: -81.565000), Route carried "on" structure: County highway C0111, Year Built: 1967, Status: Posted for load, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 1,889 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,622 (year 2035), Design Load: HS 20, Features Intersected: CUYAHOGA RIVER, Facility Carried by Structure: HIGHLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: Equal to 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7751001, Location: 2100 FT E OF RIVERVIEW RD (Lat: 41.288331, Lng: -81.565000), Route carried "on" structure: County highway C0111, Year Built: 1967, Status: Posted for load, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 1,889 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,622 (year 2035), Design Load: HS 20, Features Intersected: CUYAHOGA RIVER, Facility Carried by Structure: HIGHLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: Equal to 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7751095, Location: 1000 FT S OF SAGAMORE RD (Lat: 41.348750, Lng: -81.590569), Route carried "on" structure: County highway C0025, Year Built: 1939, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10,196 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 14,152 (year 2035), Design Load: H 15, Features Intersected: FEEDER TO OHIO CANAL, Facility Carried by Structure: VALLEYVIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 7751095, Location: 1000 FT S OF SAGAMORE RD (Lat: 41.348750, Lng: -81.590569), Route carried "on" structure: County highway C0025, Year Built: 1939, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10,196 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 14,152 (year 2035), Design Load: H 15, Features Intersected: FEEDER TO OHIO CANAL, Facility Carried by Structure: VALLEYVIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 6160051P, Location: 0.7 MILES NORTH OF BOSTON (Lat: 41.273453, Lng: -81.557128), Route carried "on" structure: ServiceFederal lands road , Year Built: 1960, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 40 (year 2014), Average Future Daily Traffic: 48 (year 2034), Features Intersected: CREEK, Facility Carried by Structure: STANFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $10,000, Total Project Cost: $143,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6160051P, Location: 0.7 MILES NORTH OF BOSTON (Lat: 41.273453, Lng: -81.557128), Route carried "on" structure: ServiceFederal lands road , Year Built: 1960, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 40 (year 2014), Average Future Daily Traffic: 48 (year 2034), Features Intersected: CREEK, Facility Carried by Structure: STANFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $10,000, Total Project Cost: $143,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1805649, Location: 2.48 MI. S. OF JCT SR-82 (Lat: 41.283069, Lng: -81.636761), Route carried "under" structure: Interstate 77, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 54,754 (year 2016), Truck Traffic: 10%, Features Intersected: SNOWVILLE RD
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 0.621, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 1805649, Location: 2.48 MI. S. OF JCT SR-82 (Lat: 41.283069, Lng: -81.636761), Route carried "under" structure: Interstate 77, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 54,754 (year 2016), Truck Traffic: 10%, Features Intersected: SNOWVILLE RD
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 0.621, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 1805673, Location: 2.0 MI. S. OF JCT. SR.82 (Lat: 41.289389, Lng: -81.637339), Route carried "under" structure: Interstate 77, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 54,754 (year 2016), Truck Traffic: 10%, Features Intersected: CR-187 (MILLER RD), Facility Carried by Structure: MILLER RD.
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 1.321, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.7m (84.3ft)
Structure Number: 1805673, Location: 2.0 MI. S. OF JCT. SR.82 (Lat: 41.289389, Lng: -81.637339), Route carried "under" structure: Interstate 77, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 54,754 (year 2016), Truck Traffic: 10%, Features Intersected: CR-187 (MILLER RD), Facility Carried by Structure: MILLER RD.
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 1.321, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.7m (84.3ft)
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Structure Number: 1805703, Location: 1.2 MI. S. OF JCT. SR-82 (Lat: 41.299419, Lng: -81.643789), Route carried "under" structure: Interstate 77, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 65,566 (year 2016), Truck Traffic: 10%, Features Intersected: CR-74 (HIGHLAND DR), Facility Carried by Structure: HIGHLAND DR
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 2.614, 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: 1805703, Location: 1.2 MI. S. OF JCT. SR-82 (Lat: 41.299419, Lng: -81.643789), Route carried "under" structure: Interstate 77, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 65,566 (year 2016), Truck Traffic: 10%, Features Intersected: CR-74 (HIGHLAND DR), Facility Carried by Structure: HIGHLAND DR
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 2.614, 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: 1805738, Location: 1.07 MI. S. OF JCT. SR-82 (Lat: 41.301561, Lng: -81.645261), Route carried "under" structure: Interstate 77, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 65,566 (year 2016), Truck Traffic: 10%, Features Intersected: VALLEY PARKWAY, Facility Carried by Structure: VALLEY PKWY.
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 2.831, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 1805738, Location: 1.07 MI. S. OF JCT. SR-82 (Lat: 41.301561, Lng: -81.645261), Route carried "under" structure: Interstate 77, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 65,566 (year 2016), Truck Traffic: 10%, Features Intersected: VALLEY PARKWAY, Facility Carried by Structure: VALLEY PKWY.
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 2.831, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 1805762, Location: .59 MI. S. OF JCT. SR-82 (Lat: 41.307711, Lng: -81.649119), Route carried "under" structure: Interstate 77, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 65,566 (year 2016), Truck Traffic: 10%, Features Intersected: CR-81 (OAKES RD), Facility Carried by Structure: OAKES RD.
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 3.589, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
Structure Number: 1805762, Location: .59 MI. S. OF JCT. SR-82 (Lat: 41.307711, Lng: -81.649119), Route carried "under" structure: Interstate 77, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 65,566 (year 2016), Truck Traffic: 10%, Features Intersected: CR-81 (OAKES RD), Facility Carried by Structure: OAKES RD.
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 3.589, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
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Structure Number: 1829955, Location: 2.1MI WEST OF EXIT 11 (Lat: 41.284100, Lng: -81.657400), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 43,815 (year 2017), Truck Traffic: 27%, Features Intersected: HIGHLAND DR CR74, Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 28.791, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 1829955, Location: 2.1MI WEST OF EXIT 11 (Lat: 41.284100, Lng: -81.657400), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 43,815 (year 2017), Truck Traffic: 27%, Features Intersected: HIGHLAND DR CR74, Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 28.791, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
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Structure Number: 1829971, Location: 1.6MI WEST OF EXIT 11 (Lat: 41.280081, Lng: -81.648911), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 25,160 (year 1972), Features Intersected: BARR RD, Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.327, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 1829971, Location: 1.6MI WEST OF EXIT 11 (Lat: 41.280081, Lng: -81.648911), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 25,160 (year 1972), Features Intersected: BARR RD, Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.327, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)