Bridge Statistics for Mentor, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 4300874,  Location: LAK 306 @ LAK 2 (Lat: 41.664569,  Lng: -81.378581),  Route carried "on" structure: State highway 306,  Year Built: 1959,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 25,727 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,709 (year 2035),  Design Load: HS 20,  Features Intersected: SR-2 (LAK-2-0694)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.121,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4300912,  Location: 0.69 MI. E OF SR-306 (Lat: 41.671481,  Lng: -81.369839),  Route carried "on" structure: State highway 2,  Year Built: 1997,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 28,194 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 39,133 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: NEWELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.231,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior 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: 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: 430092,  Location: 0.69 MI. E OF SR-306 (Lat: 41.671339,  Lng: -81.369650),  Route carried "on" structure: State highway 2,  Year Built: 1997,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 28,194 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 39,133 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: NEWELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.231,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior 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: 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: 4301005,  Location: 2.61 MI. E. OF JCT SR 306 (Lat: 41.686581,  Lng: -81.339219),  Route carried "on" structure: State highway 2,  Year Built: 1997,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 19,655 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,281 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 615 (LAK-615-0471)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.369,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 4301013,  Location: 2.61 MI. E. OF JCT SR 306 (Lat: 41.686319,  Lng: -81.339269),  Route carried "on" structure: State highway 2,  Year Built: 1997,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 19,655 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,281 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 615 (LAK-615-0469)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.369,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 4301056,  Location: 3/4 MI EAST OF SR-615 (Lat: 41.692419,  Lng: -81.327831),  Route carried "on" structure: City street M0510,  Year Built: 1959,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 5,967 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 75,500 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR-2,  Facility Carried by Structure: MUNSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  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: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Somewhat better than minimum adequacy,  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: September 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: 430111,  Location: 1.87 MI E OF JCT SR 615 (Lat: 41.704939,  Lng: -81.314689),  Route carried "on" structure: City street M0508,  Year Built: 1961,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 4,185 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 75,500 (year 2035),  Design Load: H 15,  Features Intersected: SR 2,  Facility Carried by Structure: HENDRICKS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  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: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $567,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $630,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4301145,  Location: 2.15 MI.E.OF JCT.SR 615 (Lat: 41.708650,  Lng: -81.311850),  Route carried "on" structure: State highway 2,  Year Built: 2012,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 27,198 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 37,751 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: HEISLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.813,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  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,  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: 4301234,  Location: 2.15 MI.E.OF JCT.SR 615 (Lat: 41.708550,  Lng: -81.311539),  Route carried "on" structure: State highway 2,  Year Built: 2012,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 27,198 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 37,751 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: HEISLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.813,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4301269,  Location: 2.14 MI W OF JCT SR 283 (Lat: 41.717719,  Lng: -81.299039),  Route carried "on" structure: City street M0343,  Year Built: 1961,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 18,291 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,001 (year 2035),  Design Load: H 20,  Features Intersected: SR 2,  Facility Carried by Structure: HEISLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.410,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4302826,  Location: JCT SR 44 (Lat: 41.729139,  Lng: -81.292311),  Route carried "on" structure: State highway 283,  Year Built: 1962,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 7,545 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,472 (year 2035),  Design Load: H 20,  Features Intersected: SR-44 (LAK-44-0784)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.078,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 430402,  Location: 3 MI E SR306 (Lat: 41.644411,  Lng: -81.353481),  Route carried "on" structure: City street M0613,  Year Built: 1962,  Status: Open,  Structure Length: 12.10m (39.70ft),  Average Daily Traffic: 1,295 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 85,787 (year 2035),  Design Load: H 15,  Features Intersected: I-90,  Facility Carried by Structure: GARFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  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: 6,  Length of Maximum Span: 22.3m (73.2ft),  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: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: 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: Integral Concrete

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Structure Number: 4304055,  Location: 3.2 MI E SR306 (Lat: 41.646150,  Lng: -81.340300),  Route carried "on" structure: State highway 615,  Year Built: 2001,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 11.92m (39.11ft),  Average Daily Traffic: 17,402 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,154 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: I-90 (CENTER SR-615)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.042,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4304268,  Location: 11 MI E SR615 (Lat: 41.657781,  Lng: -81.275169),  Route carried "on" structure: County highway C0417,  Year Built: 1961,  Status: Open,  Structure Length: 20.18m (66.21ft),  Average Daily Traffic: 1,672 (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: MORLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.704,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  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: 6,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Good,  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: Better than 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4304292,  Location: 12 MI E SR615 (Lat: 41.663450,  Lng: -81.263289),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 21,813 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 30,276 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: HERMITAGE RD @ MP 199.8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.048,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4304322,  Location: 12 MI E SR615 (Lat: 41.662700,  Lng: -81.263300),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 21,813 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 30,276 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: HERMITAGE RD @ MP 199.8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.048,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4305728,  Location: 2.22 MILES EAST OF SR 615 (Lat: 41.720000,  Lng: -81.338939),  Route carried "on" structure: State highway 283,  Year Built: 1997,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 7,799 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,825 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MARSH CRK 2.22 MI.E 615
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.733,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4306384,  Location: APPROX 1 MI N MENTOR AVE (Lat: 41.677781,  Lng: -81.339700),  Route carried "on" structure: State highway 615,  Year Built: 1972,  Status: Open,  Structure Length: 20.97m (68.80ft),  Average Daily Traffic: 30,587 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 42,455 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: NSC,CSX .66 MI S OF 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.486,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4330072,  Location: 0.24 MI. N/ HOOSE ROAD (Lat: 41.668589,  Lng: -81.279781),  Route carried "on" structure: County highway C0419,  Year Built: 1987,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,823 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,306 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: KELLOGG CR.,  Facility Carried by Structure: BUTTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021

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Structure Number: 4330099,  Location: 0.22 MI. E/BUTTON RD (Lat: 41.671081,  Lng: -81.276539),  Route carried "on" structure: City street 1716,  Year Built: 2005,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,949 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,705 (year 2035),  Design Load: HS 20,  Features Intersected: KELLOGG CREEK,  Facility Carried by Structure: BROOKRIDGE LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021

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Structure Number: 433106,  Location: 0.10 MI. N/ HOOSE ROAD (Lat: 41.665819,  Lng: -81.282869),  Route carried "on" structure: Other road 1396,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,949 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,705 (year 2035),  Design Load: HS 20,  Features Intersected: KELLOGG CREEK,  Facility Carried by Structure: BRENEL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4331176,  Location: 0.31 MI. N/ HOOSE ROAD (Lat: 41.663881,  Lng: -81.292089),  Route carried "on" structure: Other road 451,  Year Built: 1984,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 171 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 237 (year 2035),  Design Load: HL 93,  Features Intersected: KELLOGG CREEK,  Facility Carried by Structure: ANDREA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.6 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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4342321,  Location: 0.2 MI. WEST OF SR 44 N. (Lat: 41.752311,  Lng: -81.291819),  Route carried "on" structure: County highway C0518,  Year Built: 2003,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,622 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,251 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MENTOR MARSH,  Facility Carried by Structure: HEADLANDS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.159,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Other

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Structure Number: 4342488,  Location: .07 MI E OF HOPKINS ROAD (Lat: 41.704950,  Lng: -81.332489),  Route carried "on" structure: City street 508,  Year Built: 1994,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 7,000 (year 1994),  Average Future Daily Traffic: 9,716 (year 2014),  Design Load: HL 93,  Features Intersected: MARSH CREEK,  Facility Carried by Structure: HENDRICKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 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: 25.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 4342543,  Location: Ohio (Lat: 41.708300,  Lng: -81.338850),  Route carried "on" structure: City street M0509,  Year Built: 2018,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 4,641 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,105 (year 2037),  Design Load: HL 93,  Features Intersected: MARTIN OHM DITCH,  Facility Carried by Structure: HOPKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4342607,  Location: 0.5 MI S OF HENDRICKS RD (Lat: 41.699539,  Lng: -81.329900),  Route carried "on" structure: City street M0509,  Year Built: 2004,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,185 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,809 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: STREAM S/HENDRICKS,  Facility Carried by Structure: HOPKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.166,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 4342828,  Location: 1.10 MI. E/ S.R.306 (Lat: 41.671111,  Lng: -81.369339),  Route carried "on" structure: City street 537,  Year Built: 1960,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 9,731 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,507 (year 2035),  Design Load: HS 20,  Features Intersected: NEWELL CREEK,  Facility Carried by Structure: TYLER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4342879,  Location: 1.20 MI. E/ S.R.306 (Lat: 41.675711,  Lng: -81.363461),  Route carried "on" structure: City street 537,  Year Built: 1960,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 9,731 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,507 (year 2035),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: TYLER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 29.2 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4361,  Location: .05 Miles S of Ohio St. (Lat: 41.676650,  Lng: -81.372219),  Route carried "on" structure: City street M0406,  Year Built: 1988,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 280 (year 2040),  Design Load: HS 20,  Features Intersected: WARD CREEK,  Facility Carried by Structure: HAYES BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.264,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 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: 25.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 4363469,  Location: BETWEEN SR2&US20 OVER NS (Lat: 41.692431,  Lng: -81.306889),  Route carried "on" structure: City street HEISL,  Year Built: 2005,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 9,280 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,225 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN RAILROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.490,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 32.4 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: 25.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4363493,  Location: BETWEEN SR2&US20 OVER CSX (Lat: 41.696069,  Lng: -81.308489),  Route carried "on" structure: City street HEISL,  Year Built: 2005,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 9,280 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,225 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CXS RR,SERVICE&ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4364643,  Location: BETWEEN SR615-GARFIELD RD (Lat: 41.650831,  Lng: -81.345831),  Route carried "on" structure: Business City street NRTNP,  Year Built: 2006,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 6,987 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,698 (year 2025),  Design Load: HS 20,  Features Intersected: NEWELL CREEK,  Facility Carried by Structure: NORTON PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.723,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than 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: July 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: 4300874,  Location: LAK 306 @ LAK 2 (Lat: 41.664569,  Lng: -81.378581),  Route carried "under" structure: State highway 2,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 46,025 (year 2015),  Truck Traffic: 3%,  Features Intersected: SR-306 (LAK-306-0691),  Facility Carried by Structure: SR 306
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 11.169,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 4301005,  Location: 2.61 MI. E. OF JCT SR 306 (Lat: 41.686581,  Lng: -81.339219),  Route carried "under" structure: State highway 615,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 21,760 (year 2015),  Truck Traffic: 8%,  Features Intersected: SR 2 (LAK-2-0955 L),  Facility Carried by Structure: SR 2 WESTBOUND
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 7.580,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 4301013,  Location: 2.61 MI. E. OF JCT SR 306 (Lat: 41.686319,  Lng: -81.339269),  Route carried "under" structure: State highway 615,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 21,760 (year 2015),  Truck Traffic: 8%,  Features Intersected: SR 2 (LAK-2-0955 R),  Facility Carried by Structure: SR 2 EASTBOUND
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 7.580,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 4301056,  Location: 3/4 MI EAST OF SR-615 (Lat: 41.692419,  Lng: -81.327831),  Route carried "under" structure: State highway 5,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 54,395 (year 2015),  Truck Traffic: 3%,  Features Intersected: MUNSON RD,  Facility Carried by Structure: MUNSON RD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 16.560,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 430111,  Location: 1.87 MI E OF JCT SR 615 (Lat: 41.704939,  Lng: -81.314689),  Route carried "under" structure: State highway 6,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 54,395 (year 2015),  Truck Traffic: 3%,  Features Intersected: HENDRICKS RD,  Facility Carried by Structure: HENDRICKS RD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 18.363,  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: 4301269,  Location: 2.14 MI W OF JCT SR 283 (Lat: 41.717719,  Lng: -81.299039),  Route carried "under" structure: State highway 7,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 36,024 (year 2015),  Truck Traffic: 4%,  Features Intersected: HEISLEY RD,  Facility Carried by Structure: HEISLEY RD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 20.310,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 4302826,  Location: JCT SR 44 (Lat: 41.729139,  Lng: -81.292311),  Route carried "under" structure: State highway 44,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 10,757 (year 2015),  Truck Traffic: 7%,  Features Intersected: SR-283 (LAK-283-1434),  Facility Carried by Structure: SR 283
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 12.617,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 430402,  Location: 3 MI E SR306 (Lat: 41.644411,  Lng: -81.353481),  Route carried "under" structure: Interstate 90,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 61,806 (year 2015),  Truck Traffic: 11%,  Features Intersected: IR 90 (GARFIELD),  Facility Carried by Structure: GARFIELD RD
Minimum Vertical Clearance: 5.17m (16.96ft),  Kilometerpoint: 14.114,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 4304055,  Location: 3.2 MI E SR306 (Lat: 41.646150,  Lng: -81.340300),  Route carried "under" structure: Interstate 90,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 46,905 (year 2015),  Truck Traffic: 11%,  Features Intersected: SR-615 (LAK-615-0189),  Facility Carried by Structure: SR 615
Minimum Vertical Clearance: 5.22m (17.13ft),  Kilometerpoint: 15.208,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 4304268,  Location: 11 MI E SR615 (Lat: 41.657781,  Lng: -81.275169),  Route carried "under" structure: Interstate 90,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 51,661 (year 2015),  Truck Traffic: 15%,  Features Intersected: MORLEY RD,  Facility Carried by Structure: MORLEY RD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 20.873,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 4304292,  Location: 12 MI E SR615 (Lat: 41.663450,  Lng: -81.263289),  Route carried "under" structure: County highway HERTG,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 1,430 (year 2015),  Truck Traffic: 5%,  Features Intersected: I-90,  Facility Carried by Structure: INTERST. 90
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 2.462,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 4304322,  Location: 12 MI E SR615 (Lat: 41.662700,  Lng: -81.263300),  Route carried "under" structure: County highway 413,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 1,430 (year 2015),  Truck Traffic: 5%,  Features Intersected: I-90,  Facility Carried by Structure: INTERST 90
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 2.462,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)