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

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Structure Number: 7700237,  Location: 5.96 MI S OF SR 82 (Lat: 41.232161,  Lng: -81.490169),  Route carried "on" structure: State highway 8,  Year Built: 1986,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 40,281 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 55,910 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER SUM-SR 303-10.48
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.439,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 32.5m (106.6ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: November 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: 7700253,  Location: 5.80 MI S OF SR 82 (Lat: 41.234350,  Lng: -81.491600),  Route carried "on" structure: State highway 8,  Year Built: 1987,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 40,281 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 55,910 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER NB ON RAMP FROM OLD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.712,  Lanes on structure: 6,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 32.5m (106.6ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 770049,  Location: .58 MI N OF SR 303 (Lat: 41.254439,  Lng: -81.500000),  Route carried "on" structure: County highway C0032,  Year Built: 2010,  Status: Open,  Structure Length: 10.32m (33.86ft),  Average Daily Traffic: 3,947 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 67,394 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER SR 8,  Facility Carried by Structure: BOSTON MILLS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.054,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 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: 32.4 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7700504,  Location: .58 MI N OF SR 303 (Lat: 41.262500,  Lng: -81.502500),  Route carried "on" structure: County highway C0115,  Year Built: 2010,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 1,297 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 69,164 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER SR 8,  Facility Carried by Structure: HINES HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 7700741,  Location: 3.25 MI S OF IR 271 (Lat: 41.258100,  Lng: -81.504369),  Route carried "on" structure: Alternate County highway C7029,  Year Built: 2009,  Status: Open,  Structure Length: 7.60m (24.93ft),  Average Daily Traffic: 14,030 (year 2009),  Average Future Daily Traffic: 19,474 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: I80 OH TPK,  Facility Carried by Structure: FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7709153,  Location: 3.13 MI N OF SR 303 (Lat: 41.269931,  Lng: -81.543800),  Route carried "on" structure: City street M0115,  Year Built: 1971,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 301 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 41,777 (year 2035),  Design Load: H 15,  Features Intersected: I-271,  Facility Carried by Structure: HINES HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.465,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 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-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 7709188,  Location: 2.19 MI S OF SR 8 (Lat: 41.275681,  Lng: -81.537011),  Route carried "on" structure: County highway C0040,  Year Built: 1971,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 1,619 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 41,777 (year 2035),  Design Load: H 15,  Features Intersected: I-271,  Facility Carried by Structure: BRANDYWINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 7709994,  Location: 0.22 MI W OF SR 8 (Lat: 41.232100,  Lng: -81.494761),  Route carried "on" structure: State highway 303,  Year Built: 1965,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 9,700 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,464 (year 2035),  Design Load: H 15,  Features Intersected: OVER BIKE & HIKE TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.560,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 71.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than 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: 7729693,  Location: 0.8MI WEST OF EXIT 12 (Lat: 41.257819,  Lng: -81.509711),  Route carried "on" structure: County highway C0016,  Year Built: 1954,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 5,568 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 55,210 (year 2039),  Design Load: H 15,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: OLDE EIGHT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.169,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 65.8m (215.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature 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: 7729723,  Location: 0.3 MILE WEST OF EXIT 12 (Lat: 41.255969,  Lng: -81.501169),  Route carried "on" structure: Ramp Interstate 80K,  Year Built: 2009,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 10,170 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,116 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: SR 8,  Facility Carried by Structure: TPK EXIT 180 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.682,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.5m (57.4ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.3m (86.3ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 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: 7729731,  Location: 0.3MI WEST OF EXIT 12 (Lat: 41.258600,  Lng: -81.501300),  Route carried "on" structure: State highway 8,  Year Built: 1954,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 24,915 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 55,210 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I80 OHIO TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.496,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 44.5m (146.0ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 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: 7729766,  Location: AT EXIT 12 (Lat: 41.258200,  Lng: -81.495131),  Route carried "on" structure: Ramp Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 13,091 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 62,218 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: I80 OH TPK,  Facility Carried by Structure: TPK EXIT 12 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.229,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 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: 27.1m (88.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 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: 7729774,  Location: 3.24 MI S OF I-271 (Lat: 41.258311,  Lng: -81.501861),  Route carried "on" structure: Ramp State highway 8,  Year Built: 2010,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 52,020 (year 2010),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,469 (year 2030),  Design Load: HS 20,  Features Intersected: I80 OHIO TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.287,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.7m (120.4ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 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: 7746024,  Location: 3000 FT E AKRON-CLEVE RD (Lat: 41.283331,  Lng: -81.505000),  Route carried "on" structure: County highway C0112,  Year Built: 1938,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 8,672 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,037 (year 2035),  Design Load: H 15,  Features Intersected: BRANDYWINE CREEK,  Facility Carried by Structure: TWINSBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than 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: Bituminous

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Structure Number: 7746032,  Location: 500 FT N OF AKRON-CLEVE (Lat: 41.276481,  Lng: -81.537739),  Route carried "on" structure: County highway C0040,  Year Built: 1970,  Status: Open,  Structure Length: 4.89m (16.04ft),  Average Daily Traffic: 1,619 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,247 (year 2035),  Design Load: HS 20,  Features Intersected: BRANDYWINE CREEK,  Facility Carried by Structure: BRANDYWINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.527,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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 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: 8.5m (27.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 51.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 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: 7768168,  Location: 01.0 MI S OF JCT SR303 (Lat: 41.230031,  Lng: -81.491519),  Route carried "on" structure: County highway C0016,  Year Built: 2014,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 4,797 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,658 (year 2035),  Design Load: HL 93,  Features Intersected: METRO PARK BIKE PATH,  Facility Carried by Structure: AKRON CLEVELAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.138,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft)

Condition: Culverts: Excellent,  Operating Rating: 61.6 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: 48.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 7700237,  Location: 5.96 MI S OF SR 82 (Lat: 41.232161,  Lng: -81.490169),  Route carried "under" structure: State highway 303,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 10,466 (year 2015),  Truck Traffic: 6%,  Features Intersected: UNDER SR 8,  Facility Carried by Structure: SR 8
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 16.866,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 7700253,  Location: 5.80 MI S OF SR 82 (Lat: 41.234350,  Lng: -81.491600),  Route carried "under" structure: Ramp State highway 8,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 4,920 (year 1985),  Features Intersected: SR 8
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 20.712,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 770049,  Location: .58 MI N OF SR 303 (Lat: 41.254439,  Lng: -81.500000),  Route carried "under" structure: Alternate State highway 8,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 48,555 (year 2015),  Truck Traffic: 11%,  Features Intersected: UNDER BOSTON MILLS RD,  Facility Carried by Structure: BOSTON MILLS RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 23.110,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 7700504,  Location: .58 MI N OF SR 303 (Lat: 41.262500,  Lng: -81.502500),  Route carried "under" structure: Alternate State highway 8,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 49,830 (year 2015),  Truck Traffic: 10%,  Features Intersected: UNDER HINES HILL RD,  Facility Carried by Structure: HINES HILL RD
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 24.028,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 7700741,  Location: 3.25 MI S OF IR 271 (Lat: 41.258100,  Lng: -81.504369),  Route carried "under" structure: Interstate 80K,  Year Built: 2009,  Structure Length: 0. m,  Features Intersected: FRONTAGE RD,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 6.33m (20.77ft),  Kilometerpoint: 12.489,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.1m (72.5ft)

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Structure Number: 7709153,  Location: 3.13 MI N OF SR 303 (Lat: 41.269931,  Lng: -81.543800),  Route carried "under" structure: Interstate 271,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 30,099 (year 2015),  Truck Traffic: 17%,  Features Intersected: UNDER HINES HILL RD TR11,  Facility Carried by Structure: HINES HILL ROAD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 14.693,  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: 7709188,  Location: 2.19 MI S OF SR 8 (Lat: 41.275681,  Lng: -81.537011),  Route carried "under" structure: Interstate 271,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 30,099 (year 2015),  Truck Traffic: 17%,  Features Intersected: UNDER BRANDYWINE RD CR-4,  Facility Carried by Structure: BRANDYWINE ROAD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 15.562,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 7729693,  Location: 0.8MI WEST OF EXIT 12 (Lat: 41.257819,  Lng: -81.509711),  Route carried "under" structure: Interstate 80K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 43,605 (year 2019),  Truck Traffic: 28%,  Features Intersected: OLDE EIGHT ROAD,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 15.24m (50.00ft),  Kilometerpoint: 11.974,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Length of Maximum Span: 65.8m (215.9ft)

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Structure Number: 7729723,  Location: 0.3 MILE WEST OF EXIT 12 (Lat: 41.255969,  Lng: -81.501169),  Route carried "under" structure: State highway 8,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 48,555 (year 2015),  Truck Traffic: 11%,  Features Intersected: TPK EXIT 180 RAMP
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 23.287,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.3m (86.3ft)

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Structure Number: 7729731,  Location: 0.3MI WEST OF EXIT 12 (Lat: 41.258600,  Lng: -81.501300),  Route carried "under" structure: Interstate 80K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 39,777 (year 2015),  Truck Traffic: 14%,  Features Intersected: SR8,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 12.714,  Lanes on structure: 6,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 7729766,  Location: AT EXIT 12 (Lat: 41.258200,  Lng: -81.495131),  Route carried "under" structure: Interstate 80K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 44,826 (year 2015),  Truck Traffic: 30%,  Features Intersected: TPK EXIT 12 RAMP,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 13.229,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 7729774,  Location: 3.24 MI S OF I-271 (Lat: 41.258311,  Lng: -81.501861),  Route carried "under" structure: Interstate 80K,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 3,220 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR8 SB TPK RAMP,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 12.682,  Lanes on structure: 1,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.7m (120.4ft)