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

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Structure Number: 7700709,  Location: 1.46 MI S OF SR 82 (Lat: 41.294431,  Lng: -81.512150),  Route carried "on" structure: State highway 8,  Year Built: 2007,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 11,640 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,156 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: BRANDYWINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.697,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 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: 7700725,  Location: 0.97 MI S OF SR 82 (Lat: 41.301019,  Lng: -81.515950),  Route carried "on" structure: State highway 8,  Year Built: 1953,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 51,105 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 70,934 (year 2035),  Design Load: H 20,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.485,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021

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Structure Number: 7700768,  Location: 1.59 MI S OF SR 82 (Lat: 41.292781,  Lng: -81.511389),  Route carried "on" structure: Ramp State highway 8,  Year Built: 2009,  Status: Open,  Structure Length: 28.97m (95.05ft),  Average Daily Traffic: 37,980 (year 2011),  Average Future Daily Traffic: 52,716 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: RAMP OVER SR 8 AND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.504,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 58.2m (190.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7700776,  Location: 1.1 MI S OF SR 82 (Lat: 41.298189,  Lng: -81.518650),  Route carried "on" structure: Ramp State highway 8,  Year Built: 2009,  Status: Open,  Structure Length: 24.25m (79.56ft),  Average Daily Traffic: 10,488 (year 2005),  Truck Traffic: 21%,  Average Future Daily Traffic: 14,557 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: OVER HIGHLAND RD & CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.534,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 7 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7700784,  Location: 1.44 MI S OF SR 82 (Lat: 41.294439,  Lng: -81.513331),  Route carried "on" structure: Ramp State highway 8,  Year Built: 2009,  Status: Open,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 10,488 (year 2005),  Average Future Daily Traffic: 14,557 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: RAMP OVER BRANDYWINE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.745,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7700792,  Location: 1.1 MI S OF SR 82 (Lat: 41.297900,  Lng: -81.518950),  Route carried "on" structure: Ramp State highway 8,  Year Built: 2009,  Status: Open,  Structure Length: 23.48m (77.03ft),  Average Daily Traffic: 10,488 (year 2005),  Truck Traffic: 19%,  Average Future Daily Traffic: 14,557 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: OVER HIGHLAND RD & CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.518,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 7 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 55.5m (182.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7700806,  Location: 1.46 MI S OF SR 82 (Lat: 41.294439,  Lng: -81.512500),  Route carried "on" structure: State highway 8,  Year Built: 2007,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 11,640 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,156 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: BRANDYWINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.697,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  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: 7709218,  Location: 0.70 MI S OF SR 8 (Lat: 41.293639,  Lng: -81.522361),  Route carried "on" structure: Interstate 271,  Year Built: 1971,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.12m (13.52ft),  Average Daily Traffic: 15,050 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 20,889 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER AKRON CLEV RD CR-16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.944,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7709242,  Location: 0.70 MI S OF SR 8 (Lat: 41.293350,  Lng: -81.521919),  Route carried "on" structure: Interstate 271,  Year Built: 1971,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 15,050 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 20,889 (year 2035),  Design Load: HS 20,  Features Intersected: OVER AKRON CLEV RD CR-16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.944,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 55.1 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: 42.1 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: 7709277,  Location: 0.64 MI S OF SR 8 (Lat: 41.294211,  Lng: -81.522089),  Route carried "on" structure: Interstate 271,  Year Built: 1971,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 15,050 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 20,889 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: BRANDYWINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.025,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 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: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  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,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7709307,  Location: 0.64 MI S OF SR 8 (Lat: 41.294150,  Lng: -81.521561),  Route carried "on" structure: Interstate 271,  Year Built: 1971,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 15,050 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 20,889 (year 2035),  Design Load: HS 20,  Features Intersected: BRANDYWINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.025,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  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: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 7709331,  Location: JCT OF IR 271 AND SR 8 (Lat: 41.303431,  Lng: -81.517811),  Route carried "on" structure: Interstate 271,  Year Built: 1967,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 10.32m (33.86ft),  Average Daily Traffic: 20,052 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 27,832 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: I 271 SB OVER SR 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.039,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.2m (115.5ft),  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-To-Curb Width: 35.2m (115.5ft),  Out-to-Out Width: 36.1m (118.4ft)

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: 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,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7709366,  Location: JCT OF IR 271 AND SR 8 (Lat: 41.302981,  Lng: -81.517539),  Route carried "on" structure: Interstate 271,  Year Built: 1967,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 10.33m (33.89ft),  Average Daily Traffic: 20,052 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 27,832 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: I 271 NB OVER SR 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.039,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 28.0m (91.9ft)

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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7710001,  Location: 1.55 Mi N of SR 82 (Lat: 41.334811,  Lng: -81.515150),  Route carried "on" structure: Interstate 271,  Year Built: 2015,  Status: Open,  Structure Length: 14.57m (47.80ft),  Average Daily Traffic: 64,980 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 75,299 (year 2035),  Design Load: HL 93,  Features Intersected: Over NS RR & Ledge Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.740,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 60.4m (198.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.57m (47.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Total Project Cost: $47,868,000 ( Estimate for 2014),  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: 7710002,  Location: JCT of IR 271 and SR 82 (Lat: 41.313889,  Lng: -81.513061),  Route carried "on" structure: Interstate 271,  Year Built: 2015,  Status: Open,  Structure Length: 3.52m (11.55ft),  Average Daily Traffic: 51,830 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 58,650 (year 2035),  Design Load: HL 93,  Features Intersected: IR 271 SB over SR 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.310,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.9m (111.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.3 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Total Project Cost: $445,496,000,  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: 7710003,  Location: JCT of IR 271 and SR 82 (Lat: 41.313889,  Lng: -81.513061),  Route carried "on" structure: Interstate 271,  Year Built: 2015,  Status: Open,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 51,830 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 58,650 (year 2035),  Design Load: HL 93,  Features Intersected: IR 271 NB over SR 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.310,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Total Project Cost: $47,868,000 ( Estimate for 2014),  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: 7710151,  Location: 3.98 MI N OF SR 82 (Lat: 41.349761,  Lng: -81.508689),  Route carried "on" structure: Interstate 480,  Year Built: 2019,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 23,010 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 27,520 (year 2037),  Design Load: HL 93,  Features Intersected: OVER N BEDFORD RD CR-679
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Total Project Cost: $119,988,000 ( Estimate for 2016),  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: 7710178,  Location: 3.98 MI N OF SR 82 (Lat: 41.349269,  Lng: -81.508989),  Route carried "on" structure: Interstate 480,  Year Built: 1965,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 21,896 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 30,392 (year 2035),  Design Load: HS 20,  Features Intersected: OVER BEDFORD RD CR-679
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy

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Structure Number: 7742045,  Location: 700 FT S OF SR82 (Lat: 41.311831,  Lng: -81.509631),  Route carried "on" structure: City street M0113,  Year Built: 1997,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,925 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,060 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: BEDFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  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: Bituminous

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Structure Number: 7762,  Location: 235 FT E OF N BEDFROD TRL (Lat: 41.331669,  Lng: -81.508131),  Route carried "on" structure: City street 2761Q,  Year Built: 2006,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 280 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: NAVAJO TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.071,  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: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: 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: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 7762002,  Location: 0.2 MI E OF N BEDFROD TRL (Lat: 41.324311,  Lng: -81.505131),  Route carried "on" structure: City street 2771C,  Year Built: 2017,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,775 (year 2040),  Design Load: HL 93,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: SIOUX LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.315,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7762006,  Location: 0.2 MI W OF S BEDFROD TRL (Lat: 41.303919,  Lng: -81.512400),  Route carried "on" structure: City street BLUEJ,  Year Built: 1970,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,775 (year 2040),  Design Load: HS 20,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: BLUE JAY TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.293,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 7700768,  Location: 1.59 MI S OF SR 82 (Lat: 41.292781,  Lng: -81.511389),  Route carried "under" structure: State highway 8,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 60,226 (year 2015),  Truck Traffic: 4%,  Features Intersected: RAMP A TO I-271 N
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 27.504,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.2m (190.9ft)

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Structure Number: 7700776,  Location: 1.1 MI S OF SR 82 (Lat: 41.298189,  Lng: -81.518650),  Route carried "under" structure: County highway 111,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 16,025 (year 2015),  Truck Traffic: 5%,  Features Intersected: SR 8,  Facility Carried by Structure: SR 8 NB TO I-271 N
Minimum Vertical Clearance: 9.88m (32.41ft),  Kilometerpoint: 4.490,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 7700792,  Location: 1.1 MI S OF SR 82 (Lat: 41.297900,  Lng: -81.518950),  Route carried "under" structure: Interstate 271,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 30,099 (year 2015),  Truck Traffic: 17%,  Features Intersected: I-271 SB TO SR 8 SB
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 19.071,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.5m (182.1ft)

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Structure Number: 7700792,  Location: 1.1 MI S OF SR 82 (Lat: 41.297900,  Lng: -81.518950),  Route carried "under" structure: Interstate 271,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 29,110 (year 2013),  Truck Traffic: 14%,  Features Intersected: I-271 SB TO SR 8 SB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 19.055,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.5m (182.1ft)

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Structure Number: 7700792,  Location: 1.1 MI S OF SR 82 (Lat: 41.297900,  Lng: -81.518950),  Route carried "under" structure: County highway 111,  Year Built: 2009,  Structure Length: 0. m,  Features Intersected: I-271 SB TO SR 8 SB,  Facility Carried by Structure: I-271 SB TO SR 8 S
Minimum Vertical Clearance: 9.37m (30.74ft),  Kilometerpoint: 4.619,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.5m (182.1ft)

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Structure Number: 7709218,  Location: 0.70 MI S OF SR 8 (Lat: 41.293639,  Lng: -81.522361),  Route carried "under" structure: County highway 16,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 6,583 (year 2015),  Truck Traffic: 7%,  Features Intersected: I-271,  Facility Carried by Structure: I.R. 271
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 22.370,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 7709242,  Location: 0.70 MI S OF SR 8 (Lat: 41.293350,  Lng: -81.521919),  Route carried "under" structure: County highway 16,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 6,583 (year 2015),  Truck Traffic: 7%,  Features Intersected: I-271,  Facility Carried by Structure: I.R. 271 (NB)
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 22.338,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 7709331,  Location: JCT OF IR 271 AND SR 8 (Lat: 41.303431,  Lng: -81.517811),  Route carried "under" structure: State highway 8,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 34,131 (year 2015),  Truck Traffic: 6%,  Features Intersected: I-271 SB,  Facility Carried by Structure: I.R. 271
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 28.823,  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: 7709366,  Location: JCT OF IR 271 AND SR 8 (Lat: 41.302981,  Lng: -81.517539),  Route carried "under" structure: State highway 8,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 34,131 (year 2015),  Truck Traffic: 6%,  Features Intersected: I-271 NB,  Facility Carried by Structure: I.R. 271
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 28.775,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 771,  Location: 1.55 Mi N of SR 82 (Lat: 41.335239,  Lng: -81.515319),  Route carried "under" structure: City street LEDGE,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 3,800 (year 1974),  Features Intersected: LEDGE ROAD,  Facility Carried by Structure: IR 271L
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 0.467,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.6m (215.2ft)

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Structure Number: 7710001,  Location: 1.55 Mi N of SR 82 (Lat: 41.334811,  Lng: -81.515150),  Route carried "under" structure: City street LEDGE,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 3,800 (year 1974),  Features Intersected: LEDGE ROAD,  Facility Carried by Structure: IR 271R
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 1.432,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.4m (198.2ft)

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Structure Number: 7710002,  Location: JCT of IR 271 and SR 82 (Lat: 41.313889,  Lng: -81.513061),  Route carried "under" structure: State highway 82,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 16,232 (year 2015),  Truck Traffic: 6%,  Features Intersected: IR-271,  Facility Carried by Structure: IR 271
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 6.437,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.9m (111.2ft)

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Structure Number: 7710003,  Location: JCT of IR 271 and SR 82 (Lat: 41.313889,  Lng: -81.513061),  Route carried "under" structure: State highway 82,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 16,232 (year 2015),  Truck Traffic: 6%,  Features Intersected: IR 271,  Facility Carried by Structure: IR 271
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 6.470,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

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Structure Number: 7710151,  Location: 3.98 MI N OF SR 82 (Lat: 41.349761,  Lng: -81.508689),  Route carried "under" structure: County highway 679,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 4,105 (year 2015),  Truck Traffic: 5%,  Features Intersected: IR - 480
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 3.991,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 7710178,  Location: 3.98 MI N OF SR 82 (Lat: 41.349269,  Lng: -81.508989),  Route carried "under" structure: County highway 679,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 4,105 (year 2015),  Truck Traffic: 5%,  Features Intersected: I-480,  Facility Carried by Structure: I.R. 480 EB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 3.943,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 21.9m (71.9ft)