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

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Structure Number: 430366,  Location: 1.6 MI. N. OF TISCH ROAD (Lat: 41.686239,  Lng: -80.815231),  Route carried "on" structure: County highway C012L,  Year Built: 1955,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 476 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 661 (year 2035),  Design Load: HS 20,  Features Intersected: THREE BROTHERS CREEK,  Facility Carried by Structure: FOOTVILLE RICHMOND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.615,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 430552,  Location: .5MI. E. OF SR45 (Lat: 41.781950,  Lng: -80.845069),  Route carried "on" structure: County highway C016G,  Year Built: 1960,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,241 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,723 (year 2035),  Design Load: HS 20,  Features Intersected: COFFEE CREEK,  Facility Carried by Structure: CLAY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.481,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4302044,  Location: 1.15 MI E SR174 (Lat: 41.587800,  Lng: -81.400881),  Route carried "on" structure: US 6,  Year Built: 1951,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 8,595 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,930 (year 2035),  Design Load: H 20,  Features Intersected: CHAGRIN RIV .85 MI E 174
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.419,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.87m (29.10ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $360,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $400,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 4303458,  Location: .91 MI E OF SR-84 (Lat: 41.590461,  Lng: -81.462181),  Route carried "on" structure: City street M0709,  Year Built: 1963,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 106,905 (year 2035),  Design Load: H 15,  Features Intersected: I-90,  Facility Carried by Structure: ROCKEFELLER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Lanes under structure: 6,  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: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.41m (27.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Roadway Improvement Cost: $109,000,  Total Project Cost: $1,200,000,  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: 4303482,  Location: 1.63 MI E OF SR-84 JCT (Lat: 41.591111,  Lng: -81.447889),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 18.11m (59.42ft),  Average Daily Traffic: 7,372 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,232 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: UP 271NB TOGO 90WB,DN 27
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 3.911,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4303571,  Location: JCT I 90 & SR 91 (Lat: 41.601639,  Lng: -81.439961),  Route carried "on" structure: State highway 91,  Year Built: 1960,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 19.20m (62.99ft),  Average Daily Traffic: 23,051 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,995 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-90(LAK-90-0328)&I-271X
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.428,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4303636,  Location: APPROX 2000FT E SR91 (Lat: 41.605919,  Lng: -81.433061),  Route carried "on" structure: City street C0708,  Year Built: 1963,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 20.04m (65.75ft),  Average Daily Traffic: 3,043 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,224 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IR90&271X (LAK-90-3.77),  Facility Carried by Structure: MAPLE GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.067,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Other Coated Reinforcing

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Structure Number: 430366,  Location: I-90SB AND SR-174 JCT (Lat: 41.620669,  Lng: -81.409961),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 36,138 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 50,160 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 174 (0372) @MP 191.4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.497,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  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: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

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

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Structure Number: 4303695,  Location: I-90NB AND SR-174 JCT (Lat: 41.619739,  Lng: -81.410111),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 36,138 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 50,160 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 174 (0370) @MP 191.4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.497,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 5 degrees,  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-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

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

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Structure Number: 4305345,  Location: .1 MI N CUY CNTY ON I-271 (Lat: 41.570431,  Lng: -81.447950),  Route carried "on" structure: County highway 539,  Year Built: 1963,  Status: Open,  Structure Length: 12.25m (40.19ft),  Average Daily Traffic: 4,185 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,809 (year 2035),  Design Load: H 15,  Features Intersected: IR-271&271X (LAK-271-.01,  Facility Carried by Structure: WHITE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

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

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Structure Number: 4305434,  Location: LAK-271-1.05 (Lat: 41.585039,  Lng: -81.448119),  Route carried "on" structure: US 6,  Year Built: 1963,  Status: Open,  Structure Length: 15.00m (49.21ft),  Average Daily Traffic: 5,796 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,045 (year 2035),  Design Load: H 20,  Features Intersected: IR-271,  Facility Carried by Structure: CHARDON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.315,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Poor,  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: Meets minimum limits,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 4305469,  Location: LAK-271-1.27 E (Lat: 41.588431,  Lng: -81.446581),  Route carried "on" structure: Ramp Interstate 271,  Year Built: 1962,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 1,000 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,388 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: EDDY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.044,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 4305493,  Location: LAK-271-1.27 (Lat: 41.588389,  Lng: -81.449200),  Route carried "on" structure: County highway 541,  Year Built: 1963,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 15.33m (50.30ft),  Average Daily Traffic: 1,212 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,682 (year 2035),  Design Load: H 15,  Features Intersected: IR271&271X (LAK-271-0127,  Facility Carried by Structure: EDDY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  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: 8,  Length of Maximum Span: 21.7m (71.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

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

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Structure Number: 4305494,  Location: @ IR-271/IR-90 Interchang (Lat: 41.588161,  Lng: -81.446839),  Route carried "on" structure: Ramp Interstate 271,  Year Built: 2021,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 20,609 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,700 (year 2040),  Design Load: HL 93,  Features Intersected: Eddy Rd. (CR-541)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.044,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 50.2 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable 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: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4305523,  Location: 1.67 MI E OF SR-84 JCT (Lat: 41.590789,  Lng: -81.447131),  Route carried "on" structure: Ramp Interstate 271,  Year Built: 1963,  Status: Open,  Structure Length: 17.77m (58.30ft),  Average Daily Traffic: 1,000 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,388 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: IR 90 EB (LAK-90-0243R)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.334,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  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: Meets minimum limits,  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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 4305524,  Location: @ IR-271/IR-90 Interchang (Lat: 41.590131,  Lng: -81.446811),  Route carried "on" structure: Ramp Interstate 271,  Year Built: 2021,  Status: Open,  Structure Length: 19.37m (63.55ft),  Average Daily Traffic: 20,609 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,700 (year 2040),  Design Load: HL 93,  Features Intersected: IR-271, IR-271X, IR-90EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.334,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 60.0m (196.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 42.8 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: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4351576,  Location: 0.59 MI. N/ CUYAHOGA CTY. (Lat: 41.578731,  Lng: -81.478500),  Route carried "on" structure: County highway C0711,  Year Built: 1978,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 9,626 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,361 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: STREAM,  Facility Carried by Structure: BISHOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.950,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 19.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 13.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4351819,  Location: 0.64 MI. N/ PLEASANT VALY (Lat: 41.592219,  Lng: -81.395000),  Route carried "on" structure: City street 703,  Year Built: 2011,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 415 (year 2009),  Average Future Daily Traffic: 576 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: CHAGRIN RIVER,  Facility Carried by Structure: DODD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Other

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Structure Number: 4351843,  Location: 0.72 MI. E/ S.R.174 (Lat: 41.603289,  Lng: -81.405219),  Route carried "on" structure: City street 710,  Year Built: 1952,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 2,223 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,086 (year 2035),  Design Load: HS 20,  Features Intersected: CHAGRIN RIVER,  Facility Carried by Structure: EAGLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.159,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: September 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4352343,  Location: 0.23 MI E. OF SR 174 (Lat: 41.569781,  Lng: -81.413161),  Route carried "on" structure: City street 702,  Year Built: 2002,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 1,000 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,388 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: CHAGRIN RIVER,  Facility Carried by Structure: ROGERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: County 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: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to 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,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4352491,  Location: 0.40 MI. E/ OAKVIEW DR. (Lat: 41.574339,  Lng: -81.480961),  Route carried "on" structure: City street 266,  Year Built: 1918,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,185 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,809 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: STREAM,  Facility Carried by Structure: WHITE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 87.5 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4352564,  Location: 0.71 MILES N OF GEAUGA CO (Lat: 41.579669,  Lng: -81.391339),  Route carried "on" structure: City street 70,  Year Built: 2007,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,218 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,691 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CAVES CREEK,  Facility Carried by Structure: WORRELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.143,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 4370554,  Location: INTERSECTION OF DODD RD (Lat: 41.589600,  Lng: -81.402561),  Route carried "on" structure: City street 85,  Year Built: 1900,  Year Reconstructed: 2005,  Status: Posted for load,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 480 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 666 (year 2015),  Design Load: HS 20,  Features Intersected: CHAGRIN RIVER,  Facility Carried by Structure: PLEASANT VALLEY RD
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.805,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.7m (163.1ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 19.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 9.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4303458,  Location: .91 MI E OF SR-84 (Lat: 41.590461,  Lng: -81.462181),  Route carried "under" structure: Interstate 90,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 77,021 (year 2015),  Truck Traffic: 5%,  Features Intersected: ROCKEFELLER DRIVE,  Facility Carried by Structure: ROCKEFELLER DR
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 2.752,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 4303482,  Location: 1.63 MI E OF SR-84 JCT (Lat: 41.591111,  Lng: -81.447889),  Route carried "under" structure: Interstate 271,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 55,006 (year 2015),  Truck Traffic: 14%,  Features Intersected: IR 90 EB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 2.398,  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: 4303482,  Location: 1.63 MI E OF SR-84 JCT (Lat: 41.591111,  Lng: -81.447889),  Route carried "under" structure: Interstate 271X,  Year Built: 1962,  Structure Length: 0. m,  Features Intersected: IR 90 EB,  Facility Carried by Structure: I-90EB OVER I-271
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 2.398,  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: 4303571,  Location: JCT I 90 & SR 91 (Lat: 41.601639,  Lng: -81.439961),  Route carried "under" structure: Interstate 90,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 86,530 (year 2015),  Truck Traffic: 10%,  Features Intersected: SR 91 (0213)SOM CENTER R,  Facility Carried by Structure: SR 91
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 5.279,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 4303571,  Location: JCT I 90 & SR 91 (Lat: 41.601639,  Lng: -81.439961),  Route carried "under" structure: Interstate 271X,  Year Built: 1960,  Structure Length: 0. m,  Features Intersected: SR 91 (0213)SOM CENTER R,  Facility Carried by Structure: SR 91
Minimum Vertical Clearance: 3.05m (10.01ft),  Kilometerpoint: 5.279,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 4303636,  Location: APPROX 2000FT E SR91 (Lat: 41.605919,  Lng: -81.433061),  Route carried "under" structure: Interstate 90,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 72,275 (year 2015),  Truck Traffic: 10%,  Features Intersected: Maple Grove Rd.,  Facility Carried by Structure: MAPLE GROVE RD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 6.067,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 4303636,  Location: APPROX 2000FT E SR91 (Lat: 41.605919,  Lng: -81.433061),  Route carried "under" structure: Interstate 271X,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 74,530 (year 2011),  Truck Traffic: 13%,  Features Intersected: Maple Grove Rd.,  Facility Carried by Structure: MAPLE GROVE RD
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 4.442,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 430366,  Location: I-90SB AND SR-174 JCT (Lat: 41.620669,  Lng: -81.409961),  Route carried "under" structure: State highway 174,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 5,354 (year 2015),  Truck Traffic: 2%,  Features Intersected: I-90 (LAK-90-0528L)
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 5.987,  Lanes on structure: 3,  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: 4303695,  Location: I-90NB AND SR-174 JCT (Lat: 41.619739,  Lng: -81.410111),  Route carried "under" structure: State highway 174,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 5,354 (year 2015),  Truck Traffic: 2%,  Features Intersected: I-90 (LAK-90-0528R)
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 5.955,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 4305345,  Location: .1 MI N CUY CNTY ON I-271 (Lat: 41.570431,  Lng: -81.447950),  Route carried "under" structure: Interstate 271,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 106,347 (year 2015),  Truck Traffic: 14%,  Features Intersected: CR-266 (White Rd.),  Facility Carried by Structure: WHITE RD
Minimum Vertical Clearance: 4.96m (16.27ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 4305345,  Location: .1 MI N CUY CNTY ON I-271 (Lat: 41.570431,  Lng: -81.447950),  Route carried "under" structure: Interstate 271X,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 103,880 (year 2011),  Truck Traffic: 9%,  Features Intersected: CR-266 (White Rd.),  Facility Carried by Structure: WHITE RD
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 4305434,  Location: LAK-271-1.05 (Lat: 41.585039,  Lng: -81.448119),  Route carried "under" structure: Interstate 271,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 106,347 (year 2015),  Truck Traffic: 14%,  Features Intersected: US-6 (LAK-6-0206),  Facility Carried by Structure: CHARDON RD
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 1.690,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 4305434,  Location: LAK-271-1.05 (Lat: 41.585039,  Lng: -81.448119),  Route carried "under" structure: Interstate 271X,  Year Built: 1963,  Structure Length: 0. m,  Features Intersected: US-6 (LAK-6-0206),  Facility Carried by Structure: CHARDON RD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 1.690,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 4305469,  Location: LAK-271-1.27 E (Lat: 41.588431,  Lng: -81.446581),  Route carried "under" structure: City street 704,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 1,212 (year 2015),  Truck Traffic: 5%,  Features Intersected: IR 271 NB TOGO IR 90 EB,  Facility Carried by Structure: I-271-EDY RD.RMP.C
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 26.554,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 4305493,  Location: LAK-271-1.27 (Lat: 41.588389,  Lng: -81.449200),  Route carried "under" structure: Interstate 271,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 55,006 (year 2015),  Truck Traffic: 14%,  Features Intersected: 00271,  Facility Carried by Structure: EDDY RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 2.044,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.7m (71.2ft)

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Structure Number: 4305493,  Location: LAK-271-1.27 (Lat: 41.588389,  Lng: -81.449200),  Route carried "under" structure: Interstate 271X,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 103,880 (year 2011),  Truck Traffic: 9%,  Features Intersected: Eddy Rd,  Facility Carried by Structure: EDDY RD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 2.044,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.7m (71.2ft)

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Structure Number: 4305494,  Location: @ IR-271/IR-90 Interchang (Lat: 41.588161,  Lng: -81.446839),  Route carried "under" structure: County highway C0541,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 1,456 (year 2020),  Truck Traffic: 4%,  Features Intersected: IR271NB to go IR90EB,  Facility Carried by Structure: Eddy Rd. (cr-541)
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 2.765,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 4305523,  Location: 1.67 MI E OF SR-84 JCT (Lat: 41.590789,  Lng: -81.447131),  Route carried "under" structure: Interstate 90,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 14,744 (year 2015),  Truck Traffic: 9%,  Features Intersected: I-271 & LAK-271-0145SW
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 3.975,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 4305524,  Location: @ IR-271/IR-90 Interchang (Lat: 41.590131,  Lng: -81.446811),  Route carried "under" structure: Interstate 271X,  Year Built: 2021,  Structure Length: 0. m,  Features Intersected: IR271NB to go IR90EB
Minimum Vertical Clearance: 16.15m (52.99ft),  Kilometerpoint: 2.308,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.0m (196.9ft)

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Structure Number: 4305524,  Location: @ IR-271/IR-90 Interchang (Lat: 41.590131,  Lng: -81.446811),  Route carried "under" structure: Interstate 90,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 12,269 (year 2020),  Truck Traffic: 14%,  Features Intersected: IR271NB to go IR90EB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 3.946,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.0m (196.9ft)

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Structure Number: 4305524,  Location: @ IR-271/IR-90 Interchang (Lat: 41.590131,  Lng: -81.446811),  Route carried "under" structure: Interstate 271,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 90,022 (year 2020),  Truck Traffic: 11%,  Features Intersected: IR271NB to go IR90EB
Minimum Vertical Clearance: 15.24m (50.00ft),  Kilometerpoint: 2.308,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.0m (196.9ft)