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

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Structure Number: 1803379,  Location: 1.38 MI. S. OF JCT SR 175 (Lat: 41.397031,  Lng: -81.465011),  Route carried "on" structure: State highway 43,  Year Built: 1992,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 13,737 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,067 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BALDWIN CRK 1.4 MI S 175
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.725,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

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

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Structure Number: 1803395,  Location: APPROX .4 MI E RICHMOND (Lat: 41.404261,  Lng: -81.486789),  Route carried "on" structure: State highway 43,  Year Built: 1936,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 9,953 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,815 (year 2035),  Design Load: H 20,  Features Intersected: BR TINKERS CRK .11MIE175
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.769,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $155,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $213,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1814869,  Location: 1.6 MI E I-271 (Lat: 41.422511,  Lng: -81.481531),  Route carried "on" structure: County highway C0028,  Year Built: 1975,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 2,600 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,609 (year 2036),  Design Load: H 20,  Features Intersected: US-422,  Facility Carried by Structure: BRAINARD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.447,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  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: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1814877,  Location: APPROX 2.6 MI E I-271 (Lat: 41.412289,  Lng: -81.472581),  Route carried "on" structure: City street MTPKY,  Year Built: 1975,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 1,000 (year 2000),  Truck Traffic: 10%,  Average Future Daily Traffic: 104,526 (year 2020),  Design Load: H 15,  Features Intersected: US-422F,  Facility Carried by Structure: BEDFORD SO CHAG PK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.4 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1814885,  Location: 3 MI E I-271 (Lat: 41.409600,  Lng: -81.470069),  Route carried "on" structure: US 422,  Year Built: 1975,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 37,654 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,264 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR-99 (CANNON RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.701,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1814893,  Location: 3 MI E I-27 (Lat: 41.409450,  Lng: -81.470361),  Route carried "on" structure: US 422,  Year Built: 1975,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 37,654 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,264 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR-99 (CANNON RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.701,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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 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 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1814907,  Location: 3.1 MI E I-27 (Lat: 41.406439,  Lng: -81.466939),  Route carried "on" structure: US 422,  Year Built: 1975,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 24,975 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,665 (year 2035),  Design Load: HS 20,  Features Intersected: CR-18 (HARPER RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.184,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Fair,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1814915,  Location: 3.1 MI E I-271 (Lat: 41.405939,  Lng: -81.466839),  Route carried "on" structure: US 422,  Year Built: 1975,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 24,975 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,665 (year 2035),  Design Load: HS 20,  Features Intersected: CR-18 (HARPER RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.184,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 4 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: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to 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 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1814923,  Location: 5.5 MI E I-271 (Lat: 41.394981,  Lng: -81.437911),  Route carried "on" structure: US 422,  Year Built: 1975,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 14,583 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,241 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 91 SOM CENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.033,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  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: Equal to present minimum criteria,  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: Integral Concrete

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Structure Number: 1814931,  Location: 5 MI E I-271 (Lat: 41.394731,  Lng: -81.437750),  Route carried "on" structure: US 422,  Year Built: 1975,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 14,583 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,241 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 91 SOM CENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.033,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: 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: 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: Integral Concrete

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Structure Number: 1814958,  Location: .23 MI E SR91 (Lat: 41.395139,  Lng: -81.432669),  Route carried "on" structure: US 422,  Year Built: 1975,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 14,583 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,241 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR-51 (SOLON RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.403,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1814966,  Location: .23 MI E SR91 (Lat: 41.394839,  Lng: -81.433300),  Route carried "on" structure: US 422,  Year Built: 1975,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 14,583 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,241 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR-51 (SOLON RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.403,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: Integral Concrete

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Structure Number: 1815148,  Location: APPROX 600FT W LIBERTY RD (Lat: 41.391181,  Lng: -81.421581),  Route carried "on" structure: US 422,  Year Built: 1989,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 14,583 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,241 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ABANDONED NSC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.481,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

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

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Structure Number: 1815156,  Location: APPROX 600FT W LIBERTY RD (Lat: 41.391039,  Lng: -81.421889),  Route carried "on" structure: US 422,  Year Built: 1989,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 14,583 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,241 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ABANDONED NSC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.481,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

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

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Structure Number: 1815172,  Location: APPROX 4100FT E SOLON RD (Lat: 41.390300,  Lng: -81.419150),  Route carried "on" structure: US 422,  Year Built: 1989,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 14,583 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,241 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.755,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 181518,  Location: APPROX 4100FT E SOLON RD (Lat: 41.390081,  Lng: -81.419331),  Route carried "on" structure: US 422,  Year Built: 1989,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 14,583 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,241 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.755,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1830848,  Location: 1795' E OF RICHMOND RD (Lat: 41.386311,  Lng: -81.482411),  Route carried "on" structure: County highway 51,  Year Built: 1937,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 6,360 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,828 (year 2035),  Design Load: H 15,  Features Intersected: BRANCH TINKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.039,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $155,000

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Structure Number: 1831004,  Location: 0.65 MI E OF COCHRAN RD. (Lat: 41.381050,  Lng: -81.456700),  Route carried "on" structure: City street CARTR,  Year Built: 1970,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 278 (year 2039),  Design Load: HS 20,  Features Intersected: BEAVER MEADOWS DITCH,  Facility Carried by Structure: CARTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.043,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 74.5 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: June 2021

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Structure Number: 1831006,  Location: 700' S OF AURORA RD. (Lat: 41.394661,  Lng: -81.463850),  Route carried "on" structure: City street ENTRP,  Year Built: 1985,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 278 (year 2039),  Design Load: HS 20,  Features Intersected: BALDWIN CREEK,  Facility Carried by Structure: ENTERPRISE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.153,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.6 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: 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to 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

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Structure Number: 1831089,  Location: 192 FT. E. OF HARPER RD. (Lat: 41.403561,  Lng: -81.466911),  Route carried "on" structure: County highway C0083,  Year Built: 1971,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 13,946 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,357 (year 2035),  Design Load: HL 93,  Features Intersected: BATT DITCH,  Facility Carried by Structure: BAINBRIDGE RD C83
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  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: 6.9m (22.6ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 82.9 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: 63.8 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: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 1831283,  Location: 3268' E. OF COCHRAN ROAD (Lat: 41.387131,  Lng: -81.457261),  Route carried "on" structure: County highway 51,  Year Built: 2002,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 8,131 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,286 (year 2035),  Design Load: HS 20,  Features Intersected: BEAVER MEADOWS DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.164,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 93.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 56.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 1833677,  Location: 57 FT E OF RICMOND ROAD (Lat: 41.409700,  Lng: -81.484200),  Route carried "on" structure: County highway 99,  Year Built: 2009,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 7,758 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,768 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: BRANCH TINKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.304,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1834169,  Location: 900' SO OF SOLON RD (Lat: 41.383311,  Lng: -81.488850),  Route carried "on" structure: County highway C0108,  Year Built: 1948,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 5,390 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,481 (year 2035),  Design Load: HS 20,  Features Intersected: TINKERS CREEK,  Facility Carried by Structure: RICHMOND RD CR 108
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.669,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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: 84.9 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior 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: 2801515,  Location: .17 MI E GEAUGA CNTY LINE (Lat: 41.388339,  Lng: -81.388450),  Route carried "on" structure: US 422,  Year Built: 1989,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 15,655 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,729 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CHAGRIN RIVER, AURORA BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to 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: April 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: 2801523,  Location: .17 MI E GEAUGA CNTY LINE (Lat: 41.388050,  Lng: -81.388181),  Route carried "on" structure: US 422,  Year Built: 1989,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 15,655 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 21,729 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CHAGRIN RIVER, AURORA BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to 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: April 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: 2801558,  Location: .26 MI E GEAUGA CNTY LINE (Lat: 41.388081,  Lng: -81.386839),  Route carried "on" structure: County highway C0188,  Year Built: 1989,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 33,720 (year 2001),  Truck Traffic: 12%,  Average Future Daily Traffic: 43,457 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: USR 422 ALT (0026),  Facility Carried by Structure: CHAGRIN RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: 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: 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: April 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: 2801582,  Location: APPROX 1400FT E RIVER RD. (Lat: 41.387931,  Lng: -81.380500),  Route carried "on" structure: US 422,  Year Built: 1989,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 15,655 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,729 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MCFARLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2801604,  Location: APPROX 1400FT E RIVER RD (Lat: 41.387700,  Lng: -81.380569),  Route carried "on" structure: US 422,  Year Built: 1989,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 15,655 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,729 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MCFARLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 283014,  Location: 1 MI. S. OF BAINBRIDGE RD (Lat: 41.376919,  Lng: -81.368361),  Route carried "on" structure: County highway T0183,  Year Built: 1991,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,206 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,674 (year 2037),  Design Load: HS 20,  Features Intersected: LINTON CREEK,  Facility Carried by Structure: GEAUGA LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.910,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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

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Structure Number: 2830299,  Location: .2 M. E. OF CUY C/ L (Lat: 41.386081,  Lng: -81.388239),  Route carried "on" structure: County highway C0011,  Year Built: 1994,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 3,077 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,271 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: AURORA BR CHAGRIN RIVER,  Facility Carried by Structure: BAINBRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2830302,  Location: 300FT N OF BAINBRIDGE RD (Lat: 41.386769,  Lng: -81.386869),  Route carried "on" structure: County highway T0188,  Year Built: 1989,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 2,291 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,180 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: MCFARLAND CREEK,  Facility Carried by Structure: CHAGRIN RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: Equal to present desirable 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: December 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: 2830752,  Location: 1 MI S OF BAINBRIDGE RD (Lat: 41.374511,  Lng: -81.368219),  Route carried "on" structure: County highway T0183,  Year Built: 1959,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 1,204 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,671 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: AURORA BR CHAGRIN RIVER,  Facility Carried by Structure: GEAUGA LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.380,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.4m (70.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1814869,  Location: 1.6 MI E I-271 (Lat: 41.422511,  Lng: -81.481531),  Route carried "under" structure: US 422,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 72,414 (year 2016),  Truck Traffic: 7%,  Features Intersected: CR-28 (BRAINARD RD),  Facility Carried by Structure: BRAINARD RD
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 23.865,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 1814877,  Location: APPROX 2.6 MI E I-271 (Lat: 41.412289,  Lng: -81.472581),  Route carried "under" structure: US 422,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 75,307 (year 2015),  Truck Traffic: 5%,  Features Intersected: HAWTHORN PARKWAY,  Facility Carried by Structure: BEDFORD SO CHAG PK
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 25.347,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1814885,  Location: 3 MI E I-271 (Lat: 41.409600,  Lng: -81.470069),  Route carried "under" structure: County highway 99,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 7,758 (year 2015),  Truck Traffic: 5%,  Features Intersected: US-422F,  Facility Carried by Structure: USR 422
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 67.947,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 1814893,  Location: 3 MI E I-27 (Lat: 41.409450,  Lng: -81.470361),  Route carried "under" structure: County highway 99,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 7,758 (year 2015),  Truck Traffic: 5%,  Features Intersected: US-422F,  Facility Carried by Structure: USR 422
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 67.930,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 1814907,  Location: 3.1 MI E I-27 (Lat: 41.406439,  Lng: -81.466939),  Route carried "under" structure: County highway 18,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 13,362 (year 2015),  Truck Traffic: 5%,  Features Intersected: US 422F WB,  Facility Carried by Structure: USR 422
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 67.947,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1814915,  Location: 3.1 MI E I-271 (Lat: 41.405939,  Lng: -81.466839),  Route carried "under" structure: County highway 18,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2015),  Truck Traffic: 5%,  Features Intersected: US 422F EB,  Facility Carried by Structure: USR 422
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 67.930,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1814923,  Location: 5.5 MI E I-271 (Lat: 41.394981,  Lng: -81.437911),  Route carried "under" structure: State highway 91,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 21,033 (year 2015),  Truck Traffic: 6%,  Features Intersected: US 422F WB,  Facility Carried by Structure: USR 422
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 4.603,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 1814931,  Location: 5 MI E I-271 (Lat: 41.394731,  Lng: -81.437750),  Route carried "under" structure: State highway 91,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 21,033 (year 2015),  Truck Traffic: 6%,  Features Intersected: US 422F EB,  Facility Carried by Structure: USR 422
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 4.587,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 1814958,  Location: .23 MI E SR91 (Lat: 41.395139,  Lng: -81.432669),  Route carried "under" structure: County highway 51,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 5,578 (year 2015),  Truck Traffic: 9%,  Features Intersected: US 422F WB,  Facility Carried by Structure: USR 422
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 67.930,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 1814966,  Location: .23 MI E SR91 (Lat: 41.394839,  Lng: -81.433300),  Route carried "under" structure: County highway 51,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 5,578 (year 2015),  Truck Traffic: 9%,  Features Intersected: US 422F EB,  Facility Carried by Structure: USR 422
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 67.947,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 1815172,  Location: APPROX 4100FT E SOLON RD (Lat: 41.390300,  Lng: -81.419150),  Route carried "under" structure: County highway 148,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 6,924 (year 2015),  Truck Traffic: 5%,  Features Intersected: USR 422 ALT WB (1907 L),  Facility Carried by Structure: USR 422
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 4.715,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 181518,  Location: APPROX 4100FT E SOLON RD (Lat: 41.390081,  Lng: -81.419331),  Route carried "under" structure: County highway 148,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 6,924 (year 2015),  Truck Traffic: 5%,  Features Intersected: USR 422 ALT WB (1907 R),  Facility Carried by Structure: USR 422
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 47.154,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 2801558,  Location: .26 MI E GEAUGA CNTY LINE (Lat: 41.388081,  Lng: -81.386839),  Route carried "under" structure: US 422,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 31,309 (year 2015),  Truck Traffic: 9%,  Features Intersected: CHAGRIN RIVER ROAD,  Facility Carried by Structure: CHAGRIN RIVER ROAD
Minimum Vertical Clearance: 5.34m (17.52ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)