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

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Structure Number: 1802135,  Location: APPROX 2000FT E SR237 (Lat: 41.418689,  Lng: -81.819089),  Route carried "on" structure: State highway 17,  Year Built: 1967,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 11,224 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,579 (year 2035),  Design Load: HS 20,  Features Intersected: BRANCH BIG CREEK (FORD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.159,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021

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Structure Number: 1802194,  Location: APPROX 3000FT E I-71 (Lat: 41.418569,  Lng: -81.804139),  Route carried "on" structure: State highway 17,  Year Built: 1967,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 11,224 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,579 (year 2035),  Design Load: HS 20,  Features Intersected: WEST BRANCH OF BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.415,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 22.6m (74.1ft)

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

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Structure Number: 1804294,  Location: 2.34 MI. N. OF JCT. US-42 (Lat: 41.388731,  Lng: -81.817111),  Route carried "on" structure: County highway C0131,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 8,230 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,423 (year 2036),  Design Load: H 20,  Features Intersected: IR 71,  Facility Carried by Structure: SHELDON RD CR-131
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.215,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 1804324,  Location: 2.82 MI. N. OF JCT. US-42 (Lat: 41.395739,  Lng: -81.815661),  Route carried "on" structure: Interstate 71,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 111,588 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 154,884 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: HOLLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.438,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 33.5m (109.9ft)

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

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Structure Number: 1804359,  Location: 1.43 MI. S. OF JCT. I-480 (Lat: 41.398769,  Lng: -81.816550),  Route carried "on" structure: Interstate 71,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 111,588 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 154,884 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SYLVIA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.776,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 42.1m (138.1ft)

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

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Structure Number: 1804383,  Location: 1.15 MI. S. OF JCT. I-480 (Lat: 41.402689,  Lng: -81.817919),  Route carried "on" structure: Interstate 71,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 111,588 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 154,884 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR 87 (SNOW RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.227,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 41.7m (136.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: Low Slump Concrete

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Structure Number: 1804413,  Location: .86 MI. S. OF JCT. I-480 (Lat: 41.406819,  Lng: -81.818219),  Route carried "on" structure: Interstate 71,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 113,699 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 157,814 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.693,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 14 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: 37.5m (123.0ft),  Out-to-Out Width: 38.7m (127.0ft)

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

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Structure Number: 1804448,  Location: .76 MI. S. OF JCT. I-480 (Lat: 41.408289,  Lng: -81.818119),  Route carried "on" structure: Interstate 71,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 113,699 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 157,814 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: HUMMEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.854,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 40.8m (133.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal 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: Monolithic Concrete

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Structure Number: 1810235,  Location: .95 MI S SNOW ROAD (Lat: 41.394150,  Lng: -81.847011),  Route carried "on" structure: State highway 237,  Year Built: 1943,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 28,886 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 40,094 (year 2035),  Design Load: HS 20,  Features Intersected: I-X CNTR DR (KOLTHOFF DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 22.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1810286,  Location: APPROX 1MI E KOLTHOFF DR (Lat: 41.404600,  Lng: -81.836769),  Route carried "on" structure: State highway 237,  Year Built: 1987,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 31,223 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 43,338 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SNOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.185,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1810308,  Location: 1.13 MI S SR 17 (Lat: 41.407839,  Lng: -81.834711),  Route carried "on" structure: Ramp State highway 237,  Year Built: 1987,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 27,060 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 37,559 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: SR 237,  Facility Carried by Structure: INNER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.531,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.6m (38.1ft)

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

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Structure Number: 1810316,  Location: 0.98 MI S SR 17 (Lat: 41.410131,  Lng: -81.832411),  Route carried "on" structure: State highway 237,  Year Built: 1965,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 31,223 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 43,338 (year 2035),  Design Load: HS 20,  Features Intersected: RTA94 BETWEEN AIRPT RAMP,  Facility Carried by Structure: RTA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.829,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1810324,  Location: 0.85 MI S SR 17 (Lat: 41.411319,  Lng: -81.831639),  Route carried "on" structure: Ramp State highway 237,  Year Built: 1986,  Status: Open,  Structure Length: 23.07m (75.69ft),  Average Daily Traffic: 39,590 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 54,951 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: NB EXIT TO AIRPORT-RTA94
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.038,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

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 corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1811967,  Location: 0.25 MI. WEST OF I-71 (Lat: 41.403139,  Lng: -81.825311),  Route carried "on" structure: County highway C0087,  Year Built: 1968,  Status: Open,  Structure Length: 26.76m (87.80ft),  Average Daily Traffic: 28,403 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,423 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR-291 & CSX RR,  Facility Carried by Structure: SNOW RD CR-87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.381,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1830163,  Location: 880 FT. E. OF SMITH ROAD (Lat: 41.403831,  Lng: -81.800861),  Route carried "on" structure: County highway C0087,  Year Built: 1961,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 21,958 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 30,478 (year 2037),  Design Load: H 20,  Features Intersected: BRANCH BIG CREEK,  Facility Carried by Structure: SNOW ROAD CR 87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.398,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 87.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021

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Structure Number: 1832549,  Location: 560 FT NW OF RUPLE RD (Lat: 41.396239,  Lng: -81.881239),  Route carried "on" structure: County highway 316,  Year Built: 2003,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 1,949 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,705 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: EAST BR ROCKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: 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: August 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: 1832751,  Location: 966 FT N OF SHELDON ROAD (Lat: 41.392150,  Lng: -81.842711),  Route carried "on" structure: County highway 186,  Year Built: 2009,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 6,488 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,005 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LAKE ABRAMS DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.460,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1833375,  Location: 704' N OF HUMMEL RD (Lat: 41.409761,  Lng: -81.803739),  Route carried "on" structure: County highway 64,  Year Built: 1962,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 14,318 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,873 (year 2035),  Design Load: H 15,  Features Intersected: WEST BR BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.892,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.6 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: 28.2 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1891138,  Location: 500 ft S. Spafford Rd (Lat: 41.395789,  Lng: -81.882861),  Route carried "on" structure: Other road CMP,  Year Built: 1998,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 4,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,552 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: East Branch Rocky River,  Facility Carried by Structure: Valley Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

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

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Structure Number: 1804294,  Location: 2.34 MI. N. OF JCT. US-42 (Lat: 41.388731,  Lng: -81.817111),  Route carried "under" structure: Interstate 71,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 112,228 (year 2016),  Truck Traffic: 3%,  Features Intersected: CR-131 (SHELDON RD),  Facility Carried by Structure: SHELDON RD CR-131
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 12.666,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1804324,  Location: 2.82 MI. N. OF JCT. US-42 (Lat: 41.395739,  Lng: -81.815661),  Route carried "under" structure: City street HOLND,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1900),  Features Intersected: IR 71,  Facility Carried by Structure: Holland St
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1804359,  Location: 1.43 MI. S. OF JCT. I-480 (Lat: 41.398769,  Lng: -81.816550),  Route carried "under" structure: City street SYLVI,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1900),  Features Intersected: IR 71,  Facility Carried by Structure: Sylvia Dr
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 1804383,  Location: 1.15 MI. S. OF JCT. I-480 (Lat: 41.402689,  Lng: -81.817919),  Route carried "under" structure: County highway C0087,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 28,403 (year 2015),  Truck Traffic: 7%,  Features Intersected: I-71,  Facility Carried by Structure: Snow Rd
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.853,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 1804448,  Location: .76 MI. S. OF JCT. I-480 (Lat: 41.408289,  Lng: -81.818119),  Route carried "under" structure: City street HUMEL,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1900),  Features Intersected: I-71,  Facility Carried by Structure: IR 71
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1810235,  Location: .95 MI S SNOW ROAD (Lat: 41.394150,  Lng: -81.847011),  Route carried "under" structure: City street I-X,  Year Built: 1943,  Structure Length: 0. m,  Features Intersected: SR 237,  Facility Carried by Structure: SR 237
Minimum Vertical Clearance: 4.62m (15.16ft),  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1810286,  Location: APPROX 1MI E KOLTHOFF DR (Lat: 41.404600,  Lng: -81.836769),  Route carried "under" structure: City street SNOW,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 10,117 (year 2015),  Truck Traffic: 7%,  Features Intersected: SR 237,  Facility Carried by Structure: SR 237
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1810308,  Location: 1.13 MI S SR 17 (Lat: 41.407839,  Lng: -81.834711),  Route carried "under" structure: County highway C739A,  Year Built: 1987,  Structure Length: 0. m,  Features Intersected: RamptoAirport,  Facility Carried by Structure: INNER DR
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1810308,  Location: 1.13 MI S SR 17 (Lat: 41.407839,  Lng: -81.834711),  Route carried "under" structure: State highway 237,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 31,223 (year 2015),  Truck Traffic: 4%,  Features Intersected: 00237,  Facility Carried by Structure: INNER DR
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 11.587,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1810324,  Location: 0.85 MI S SR 17 (Lat: 41.411319,  Lng: -81.831639),  Route carried "under" structure: State highway 237,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 15,728 (year 2015),  Truck Traffic: 10%,  Features Intersected: SR 237
Minimum Vertical Clearance: 4.89m (16.04ft),  Kilometerpoint: 12.038,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 1811967,  Location: 0.25 MI. WEST OF I-71 (Lat: 41.403139,  Lng: -81.825311),  Route carried "under" structure: State highway 291,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 13,116 (year 2016),  Truck Traffic: 3%,  Features Intersected: SNOW RD (CR-87),  Facility Carried by Structure: SNOW RD CR-87
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 4.825,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 41.8m (137.1ft)