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

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Structure Number: 6200214,  Location: 1/8 MI E. SR 358 (Lat: 41.529169,  Lng: -83.017339),  Route carried "on" structure: State highway 2,  Year Built: 1967,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 7,963 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,773 (year 2038),  Design Load: H 20,  Features Intersected: LACARPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.619,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.4 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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6200249,  Location: ONE MILE EAST OF SR 358 (Lat: 41.519669,  Lng: -83.002281),  Route carried "on" structure: State highway 2,  Year Built: 1968,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 10,601 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 13,251 (year 2038),  Design Load: H 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.421,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.5m (90.2ft)

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

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Structure Number: 6200273,  Location: ONE MILE EAST OF SR 358 (Lat: 41.518769,  Lng: -83.000861),  Route carried "on" structure: State highway 2,  Year Built: 1968,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 10,601 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 13,251 (year 2038),  Design Load: H 20,  Features Intersected: SR 163
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.485,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.5m (90.2ft)

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

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Structure Number: 6200303,  Location: 0.5 Mi E. of SR 163 (Lat: 41.514611,  Lng: -82.994461),  Route carried "on" structure: State highway 2,  Year Built: 1968,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10,855 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 13,251 (year 2035),  Design Load: H 20,  Features Intersected: PORTAGE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.129,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6200338,  Location: 1/2 MI. E. SR 163 (Lat: 41.512739,  Lng: -82.991511),  Route carried "on" structure: State highway 2,  Year Built: 1968,  Status: Open,  Structure Length: 15.51m (50.89ft),  Average Daily Traffic: 10,855 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 13,251 (year 2035),  Design Load: H 20,  Features Intersected: PORTAGE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.451,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 26.2m (86.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6200362,  Location: 1/2 MI. E. of SR 163 (Lat: 41.510600,  Lng: -82.988119),  Route carried "on" structure: State highway 2,  Year Built: 1967,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 9,547 (year 2015),  Truck Traffic: 18%,  Average Future Daily Traffic: 13,251 (year 2035),  Design Load: H 20,  Features Intersected: PORTAGE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.821,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: May 2020

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Structure Number: 6200397,  Location: 1.92 Mi. E. of SR 53 (Lat: 41.497911,  Lng: -82.933431),  Route carried "on" structure: County highway C0123,  Year Built: 1968,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 2,491 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,500 (year 2039),  Design Load: H 15,  Features Intersected: SR 2 & 53,  Facility Carried by Structure: FULTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.404,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6200427,  Location: JCT STATE ST./SR 2 (Lat: 41.507819,  Lng: -82.912269),  Route carried "on" structure: State highway 2,  Year Built: 1968,  Status: Open,  Structure Length: 16.34m (53.61ft),  Average Daily Traffic: 7,047 (year 2015),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,781 (year 2035),  Design Load: H 20,  Features Intersected: NORFOLKSOUTHERN/STATE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.111,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

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

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Structure Number: 6200451,  Location: JCT. STATE ST./SR 2 (Lat: 41.507789,  Lng: -82.911869),  Route carried "on" structure: State highway 2,  Year Built: 1968,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 16.34m (53.61ft),  Average Daily Traffic: 6,741 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,500 (year 2039),  Design Load: H 20,  Features Intersected: NORFOLK SOUTHERN/STATE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.111,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

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

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Structure Number: 6200516,  Location: 1 MI. E PORT CLINTON LINE (Lat: 41.509039,  Lng: -82.882431),  Route carried "on" structure: County highway C0008,  Year Built: 1966,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 3,422 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,500 (year 2038),  Design Load: H 20,  Features Intersected: SR 2/SR 53,  Facility Carried by Structure: CR 8/STATE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.114,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

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

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Structure Number: 620054,  Location: INTERSECTION SR 2 & CR 33 (Lat: 41.507281,  Lng: -82.870950),  Route carried "on" structure: State highway 2,  Year Built: 1967,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 7,142 (year 2015),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,913 (year 2035),  Design Load: H 20,  Features Intersected: COUNTY RD 33 (GYPSUM RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.765,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6200575,  Location: INTERSECTION SR 2 & CR 33 (Lat: 41.507039,  Lng: -82.870961),  Route carried "on" structure: State highway 2,  Year Built: 1967,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 7,142 (year 2015),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,913 (year 2035),  Design Load: H 20,  Features Intersected: COUNTY RD 33 (GYPSUM RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.765,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 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: Equal to 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 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6200796,  Location: 0002C (Lat: 41.515019,  Lng: -82.908200),  Route carried "on" structure: Spur State highway 2C,  Year Built: 1966,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 962 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,335 (year 2035),  Design Load: H 20,  Features Intersected: SR 163
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  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: 6200818,  Location: Jct. SR 2C and SR 2/SR 53 (Lat: 41.512181,  Lng: -82.905231),  Route carried "on" structure: Spur State highway 2C,  Year Built: 1966,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 1,677 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,117 (year 2038),  Design Load: H 20,  Features Intersected: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 15.2m (49.9ft)

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

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Structure Number: 6201296,  Location: 2.0 mi. East of SR 163 (Lat: 41.499531,  Lng: -82.970881),  Route carried "on" structure: State highway 53,  Year Built: 1968,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 1,275 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,770 (year 2035),  Design Load: H 20,  Features Intersected: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.336,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 20.0m (65.6ft)

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

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Structure Number: 6201628,  Location: 3.21 mi. East of SR 2 (Lat: 41.515631,  Lng: -82.943019),  Route carried "on" structure: State highway 163,  Year Built: 1933,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 3,246 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,505 (year 2035),  Features Intersected: PORTAGE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.411,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 22.9m (75.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.3 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 minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 6201849,  Location: 1/4 MILE SOUTH OF SR 2 (Lat: 41.528611,  Lng: -83.020281),  Route carried "on" structure: State highway 358,  Year Built: 2008,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 209 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 247 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: LACARPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.271,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6240518,  Location: 2.0 MI. E. JCT CR123 (Lat: 41.493981,  Lng: -82.894789),  Route carried "on" structure: County highway C0133,  Year Built: 2007,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 1,113 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,545 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BOATING CHANNEL,  Facility Carried by Structure: LOCKWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.846,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.5 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: Superior to present desirable 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: Bituminous,  Membrane: Built-up

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Structure Number: 6200273,  Location: ONE MILE EAST OF SR 358 (Lat: 41.518769,  Lng: -83.000861),  Route carried "under" structure: State highway 163,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 4,473 (year 2018),  Truck Traffic: 4%,  Features Intersected: SR 2
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 35.229,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 6200397,  Location: 1.92 Mi. E. of SR 53 (Lat: 41.497911,  Lng: -82.933431),  Route carried "under" structure: State highway 2,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 13,180 (year 2018),  Truck Traffic: 12%,  Features Intersected: COUNTY RD 123 (FULTON ST
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 34.858,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 6200427,  Location: JCT STATE ST./SR 2 (Lat: 41.507819,  Lng: -82.912269),  Route carried "under" structure: County highway C0008,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 2,388 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR 2,  Facility Carried by Structure: CR 8 STATE ST.
Minimum Vertical Clearance: 7.39m (24.25ft),  Kilometerpoint: 0.750,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 6200451,  Location: JCT. STATE ST./SR 2 (Lat: 41.507789,  Lng: -82.911869),  Route carried "under" structure: County highway C0008,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 2,388 (year 2018),  Features Intersected: SR 2,  Facility Carried by Structure: CR 8 STATE ST.
Minimum Vertical Clearance: 7.39m (24.25ft),  Kilometerpoint: 0.785,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 6200516,  Location: 1 MI. E PORT CLINTON LINE (Lat: 41.509039,  Lng: -82.882431),  Route carried "under" structure: State highway 2,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 15,437 (year 2018),  Truck Traffic: 13%,  Features Intersected: COUNTY RD 8 (STATE ROAD)
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 39.751,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 620054,  Location: INTERSECTION SR 2 & CR 33 (Lat: 41.507281,  Lng: -82.870950),  Route carried "under" structure: County highway C0033,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 2,133 (year 2015),  Truck Traffic: 5%,  Features Intersected: SR 2 & 53,  Facility Carried by Structure: CR 33 GYPSUM RD.
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 1.749,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 6200575,  Location: INTERSECTION SR 2 & CR 33 (Lat: 41.507039,  Lng: -82.870961),  Route carried "under" structure: County highway C0033,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 2,133 (year 2015),  Truck Traffic: 5%,  Features Intersected: SR 2 & 53,  Facility Carried by Structure: CR 33 GYPSUM RD.
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 1.722,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 6200796,  Location: 0002C (Lat: 41.515019,  Lng: -82.908200),  Route carried "under" structure: State highway 163,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 11,063 (year 2015),  Truck Traffic: 6%,  Features Intersected: SR 2 SPUR
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 43.613,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 6200818,  Location: Jct. SR 2C and SR 2/SR 53 (Lat: 41.512181,  Lng: -82.905231),  Route carried "under" structure: State highway 2,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 15,437 (year 2018),  Truck Traffic: 13%,  Features Intersected: SR 2 SPUR
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 37.981,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 6201296,  Location: 2.0 mi. East of SR 163 (Lat: 41.499531,  Lng: -82.970881),  Route carried "under" structure: State highway 2,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 11,820 (year 2015),  Truck Traffic: 18%,  Features Intersected: SR 53
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 31.865,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)