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

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Structure Number: 1803484,  Location: .5 MI W NORTHFIELD RD (Lat: 41.429331,  Lng: -81.536189),  Route carried "on" structure: County highway 4,  Year Built: 1959,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 32,922 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 45,696 (year 2036),  Design Load: H 20,  Features Intersected: CUY-43-0942 Warrensville
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.088,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $770,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $860,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1811088,  Location: JCT. I-271 WITH I-480N (Lat: 41.428639,  Lng: -81.508211),  Route carried "on" structure: Interstate 480N,  Year Built: 1972,  Status: Open,  Structure Length: 21.28m (69.82ft),  Average Daily Traffic: 49,927 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 69,299 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IR 271,422WB TO GO 271SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.076,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

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

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Structure Number: 1811096,  Location: JCT. I-271 WITH I-480N (Lat: 41.430119,  Lng: -81.504919),  Route carried "on" structure: Ramp US 422,  Year Built: 1974,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 14.36m (47.11ft),  Average Daily Traffic: 56,435 (year 2000),  Truck Traffic: 9%,  Average Future Daily Traffic: 78,332 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: IR 271,  Facility Carried by Structure: IR 480N W.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.726,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1811118,  Location: 1.38 MI. N. OF JCT. SR-43 (Lat: 41.433189,  Lng: -81.503111),  Route carried "on" structure: US 422,  Year Built: 1974,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 18.68m (61.29ft),  Average Daily Traffic: 8,038 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,157 (year 2035),  Features Intersected: IR 271, 271X,  Facility Carried by Structure: RAMP NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.694,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

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

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Structure Number: 1811134,  Location: .16 MI. S. OF JCT. SR-175 (Lat: 41.435131,  Lng: -81.501469),  Route carried "on" structure: County highway C0085,  Year Built: 1965,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 19.90m (65.29ft),  Average Daily Traffic: 10,270 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,255 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IR271&271X (CUY-271-6.10,  Facility Carried by Structure: EMERY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1811169,  Location: JCT. SR-175 WITH I-480 (Lat: 41.436489,  Lng: -81.497731),  Route carried "on" structure: State highway 175,  Year Built: 1965,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 25.38m (83.27ft),  Average Daily Traffic: 12,634 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,536 (year 2035),  Design Load: H 20,  Features Intersected: IR 271,IR 480N TOGO 271B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.506,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 60.7m (199.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.59m (77.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,880,000,  Roadway Improvement Cost: $320,000,  Total Project Cost: $3,200,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy

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Structure Number: 1813625,  Location: .94 MI. W. OF JCT. SR-8 (Lat: 41.424531,  Lng: -81.545361),  Route carried "on" structure: City street CAMDN,  Year Built: 1971,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 1,000 (year 2002),  Average Future Daily Traffic: 219,512 (year 2022),  Design Load: H 15,  Features Intersected: IR 480,  Facility Carried by Structure: CAMDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1813684,  Location: .52 MI. W. OF JCT. SR-8 (Lat: 41.424400,  Lng: -81.537339),  Route carried "on" structure: County highway 4,  Year Built: 2012,  Status: Open,  Structure Length: 8.37m (27.46ft),  Average Daily Traffic: 23,469 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 32,575 (year 2035),  Design Load: HL 93,  Features Intersected: CUY-480-2386,  Facility Carried by Structure: WRRNSVLL CNTR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.520,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1814494,  Location: JCT. SR-8 WITH I-480N (Lat: 41.424219,  Lng: -81.529161),  Route carried "on" structure: Interstate 480N,  Year Built: 1971,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 26.52m (87.01ft),  Average Daily Traffic: 85,274 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 118,360 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR-8 (NORTHFIELD)&480 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.0m (121.4ft),  Skew: 19 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 37.0m (121.4ft),  Out-to-Out Width: 38.9m (127.6ft)

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

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Structure Number: 181454,  Location: .65 MI. E. OF. JCT. SR-8 (Lat: 41.426211,  Lng: -81.517039),  Route carried "on" structure: Interstate 480N,  Year Built: 1974,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 40,218 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 55,823 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR 14 (GREEN RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1814559,  Location: .65 MI. E. OF JCT. SR-8 (Lat: 41.425981,  Lng: -81.517031),  Route carried "on" structure: Interstate 480N,  Year Built: 1974,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 40,218 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 55,823 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR 14 (GREEN RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Very 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: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 1814575,  Location: .43 MI. E. OF JCT. SR-8 (Lat: 41.424750,  Lng: -81.521261),  Route carried "on" structure: Interstate 480N,  Year Built: 1974,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 73,586 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 102,137 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR-11 (MILES RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.1m (134.8ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 41.1m (134.8ft),  Out-to-Out Width: 43.3m (142.1ft)

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

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Structure Number: 1814591,  Location: AT 480N/422/271 INTERCHAN (Lat: 41.429250,  Lng: -81.507439),  Route carried "on" structure: Ramp Interstate 480N,  Year Built: 1997,  Status: Open,  Structure Length: 24.88m (81.63ft),  Average Daily Traffic: 112,870 (year 2000),  Truck Traffic: 9%,  Average Future Daily Traffic: 156,664 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: IR271SB &422WB togo 480N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.189,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1814613,  Location: 480N & 271 & 422 INTERCHG (Lat: 41.430369,  Lng: -81.506119),  Route carried "on" structure: Ramp Interstate 271X,  Year Built: 1998,  Status: Open,  Structure Length: 16.98m (55.71ft),  Average Daily Traffic: 112,870 (year 2000),  Truck Traffic: 9%,  Average Future Daily Traffic: 156,664 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: IR 271SB (271XSB TO 480)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.350,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: June 2020,  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: 1814664,  Location: 0.21M W RICHMOND RD (Lat: 41.430569,  Lng: -81.502381),  Route carried "on" structure: US 422,  Year Built: 1971,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 8,038 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,157 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: 422W RMP TOGO 480N W/271
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.968,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

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

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Structure Number: 181468,  Location: .34 MI. E. OF I-271 (Lat: 41.430489,  Lng: -81.501989),  Route carried "on" structure: Ramp US 422,  Year Built: 1971,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 13,440 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,655 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: UP 422EB,DN 480N TOGO 27,  Facility Carried by Structure: IR 480N
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 21.951,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very 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: High priority of corrective action,  Underclear: Meets minimum limits,  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: 1814745,  Location: OVER SR 175 (Lat: 41.429400,  Lng: -81.497881),  Route carried "on" structure: US 422,  Year Built: 1971,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 8,038 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,157 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 175 (RICHMOND RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.370,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

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

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Structure Number: 1814753,  Location: 0.4 MI. EAST OF JCT I-271 (Lat: 41.429250,  Lng: -81.497869),  Route carried "on" structure: Ramp Interstate 480N,  Year Built: 1971,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 6,475 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,987 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: SR 175 (RICHMOND RD),  Facility Carried by Structure: IR 480
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

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

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Structure Number: 1814788,  Location: 0.4 MI. EAST OF JCT I-271 (Lat: 41.429781,  Lng: -81.497861),  Route carried "on" structure: US 422,  Year Built: 1971,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 8,038 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,157 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 175(02.35)RICHMOND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.370,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

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

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Structure Number: 183012,  Location: 400 FT SOUTH OF MILES RD (Lat: 41.428611,  Lng: -81.536381),  Route carried "on" structure: County highway 4,  Year Built: 2008,  Status: Open,  Structure Length: 2.45m (8.04ft),  Average Daily Traffic: 24,645 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,207 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN RAILROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.991,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  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: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.8 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,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1834053,  Location: 464' SO OF HARVARD RD (Lat: 41.447169,  Lng: -81.536119),  Route carried "on" structure: County highway 4,  Year Built: 1962,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 16,415 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,784 (year 2035),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: WARRENSVILLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.035,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 24.4m (80.1ft)

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: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1834177,  Location: 1135' E OF NORTHFIELD RD. (Lat: 41.435139,  Lng: -81.521939),  Route carried "on" structure: County highway C0085,  Year Built: 2008,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 10,270 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,255 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: EMERY ROAD CR 85
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Poor,  Operating Rating: 3.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1803484,  Location: .5 MI W NORTHFIELD RD (Lat: 41.429331,  Lng: -81.536189),  Route carried "under" structure: State highway 43,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 13,210 (year 2016),  Truck Traffic: 5%,  Features Intersected: CR-4 WARRENSVILLE CTR RD,  Facility Carried by Structure: CR-4
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 15.120,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1811088,  Location: JCT. I-271 WITH I-480N (Lat: 41.428639,  Lng: -81.508211),  Route carried "under" structure: Interstate 271,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 58,885 (year 2015),  Truck Traffic: 8%,  Features Intersected: I480N EB,  Facility Carried by Structure: IR 480N E.B.
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 8.948,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 1811096,  Location: JCT. I-271 WITH I-480N (Lat: 41.430119,  Lng: -81.504919),  Route carried "under" structure: Interstate 271,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 58,885 (year 2015),  Truck Traffic: 8%,  Features Intersected: 422WB TOGO 480N WB,271SB,  Facility Carried by Structure: IR 480N W.B.
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 9.061,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 1811118,  Location: 1.38 MI. N. OF JCT. SR-43 (Lat: 41.433189,  Lng: -81.503111),  Route carried "under" structure: Interstate 271X,  Year Built: 1974,  Structure Length: 0. m,  Features Intersected: US 422 EB,  Facility Carried by Structure: RAMP NE
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 9.350,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 1811118,  Location: 1.38 MI. N. OF JCT. SR-43 (Lat: 41.433189,  Lng: -81.503111),  Route carried "under" structure: Interstate 271,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 47,872 (year 2015),  Truck Traffic: 9%,  Features Intersected: US 422 EB,  Facility Carried by Structure: RAMP NE
Minimum Vertical Clearance: 7.39m (24.25ft),  Kilometerpoint: 9.350,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 1811134,  Location: .16 MI. S. OF JCT. SR-175 (Lat: 41.435131,  Lng: -81.501469),  Route carried "under" structure: Interstate 271X,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 145,430 (year 2010),  Truck Traffic: 10%,  Features Intersected: CR-85 (Emery Rd.),  Facility Carried by Structure: EMERY RD
Minimum Vertical Clearance: 5.75m (18.86ft),  Kilometerpoint: 9.817,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 1811134,  Location: .16 MI. S. OF JCT. SR-175 (Lat: 41.435131,  Lng: -81.501469),  Route carried "under" structure: Interstate 271,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 47,872 (year 2015),  Truck Traffic: 9%,  Features Intersected: CR-85 (Emery Rd.),  Facility Carried by Structure: EMERY RD
Minimum Vertical Clearance: 5.75m (18.86ft),  Kilometerpoint: 9.817,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 1811169,  Location: JCT. SR-175 WITH I-480 (Lat: 41.436489,  Lng: -81.497731),  Route carried "under" structure: Interstate 271,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 176,423 (year 2015),  Truck Traffic: 9%,  Features Intersected: SR-175 (RICHMOND RD),  Facility Carried by Structure: SR 175 RICHMOND RD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 10.074,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.7m (199.1ft)

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Structure Number: 1811169,  Location: JCT. SR-175 WITH I-480 (Lat: 41.436489,  Lng: -81.497731),  Route carried "under" structure: Interstate 271X,  Year Built: 1965,  Structure Length: 0. m,  Features Intersected: SR-175 (RICHMOND RD),  Facility Carried by Structure: SR 175 RICHMOND RD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 10.074,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.7m (199.1ft)

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Structure Number: 1813625,  Location: .94 MI. W. OF JCT. SR-8 (Lat: 41.424531,  Lng: -81.545361),  Route carried "under" structure: Interstate 480,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 158,150 (year 2015),  Truck Traffic: 7%,  Features Intersected: CAMDEN RD,  Facility Carried by Structure: CAMDEN RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 37.723,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 1813684,  Location: .52 MI. W. OF JCT. SR-8 (Lat: 41.424400,  Lng: -81.537339),  Route carried "under" structure: Interstate 480,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 140,097 (year 2016),  Truck Traffic: 5%,  Features Intersected: CUY-480-2386,  Facility Carried by Structure: WRRNSVLL CNTR RD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 38.399,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 1814494,  Location: JCT. SR-8 WITH I-480N (Lat: 41.424219,  Lng: -81.529161),  Route carried "under" structure: Interstate 480,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 41,681 (year 2015),  Truck Traffic: 8%,  Features Intersected: I-480N (CUY-480N-0011)
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 39.188,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 181454,  Location: .65 MI. E. OF. JCT. SR-8 (Lat: 41.426211,  Lng: -81.517039),  Route carried "under" structure: County highway 14,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 10,617 (year 2015),  Truck Traffic: 9%,  Features Intersected: I-480N,  Facility Carried by Structure: IR 480N W.B.
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 77.281,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 1814559,  Location: .65 MI. E. OF JCT. SR-8 (Lat: 41.425981,  Lng: -81.517031),  Route carried "under" structure: County highway 14,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 10,617 (year 2015),  Truck Traffic: 9%,  Features Intersected: I-480N,  Facility Carried by Structure: IR 480N E.B.
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 77.265,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 1814575,  Location: .43 MI. E. OF JCT. SR-8 (Lat: 41.424750,  Lng: -81.521261),  Route carried "under" structure: City street 11,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 9,018 (year 2015),  Truck Traffic: 7%,  Features Intersected: I-480N,  Facility Carried by Structure: IR 480N
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 77.265,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 1814591,  Location: AT 480N/422/271 INTERCHAN (Lat: 41.429250,  Lng: -81.507439),  Route carried "under" structure: Interstate 271,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 58,885 (year 2015),  Truck Traffic: 8%,  Features Intersected: IR480N EB TOGO IR271X NB
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 9.109,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 1814591,  Location: AT 480N/422/271 INTERCHAN (Lat: 41.429250,  Lng: -81.507439),  Route carried "under" structure: Ramp US 422,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 14,530 (year 2010),  Truck Traffic: 4%,  Features Intersected: US 422 WB TOGO IR 480N W,  Facility Carried by Structure: 480N NB-I271X NB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 22.273,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 1814613,  Location: 480N & 271 & 422 INTERCHG (Lat: 41.430369,  Lng: -81.506119),  Route carried "under" structure: Interstate 271,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 58,885 (year 2015),  Truck Traffic: 8%,  Features Intersected: IR 480N FROM IR 271B SB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 9.093,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 1814664,  Location: 0.21M W RICHMOND RD (Lat: 41.430569,  Lng: -81.502381),  Route carried "under" structure: Ramp US 422,  Year Built: 1971,  Structure Length: 0. m,  Features Intersected: US 422 EB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 21.951,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 181468,  Location: .34 MI. E. OF I-271 (Lat: 41.430489,  Lng: -81.501989),  Route carried "under" structure: Interstate 480N,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 19,419 (year 2015),  Truck Traffic: 11%,  Features Intersected: US-422
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 2.639,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 1814745,  Location: OVER SR 175 (Lat: 41.429400,  Lng: -81.497881),  Route carried "under" structure: State highway 175,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 18,555 (year 2015),  Truck Traffic: 7%,  Features Intersected: I-271SB RAMP TO 422F EB,  Facility Carried by Structure: USR 422
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 3.750,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 1814753,  Location: 0.4 MI. EAST OF JCT I-271 (Lat: 41.429250,  Lng: -81.497869),  Route carried "under" structure: State highway 175,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 18,555 (year 2015),  Truck Traffic: 7%,  Features Intersected: US 422 EB,  Facility Carried by Structure: IR 480
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 3.734,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 1814788,  Location: 0.4 MI. EAST OF JCT I-271 (Lat: 41.429781,  Lng: -81.497861),  Route carried "under" structure: State highway 175,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 18,555 (year 2015),  Truck Traffic: 7%,  Features Intersected: US 422 WB,  Facility Carried by Structure: USR 422
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 3.782,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)