Bridge Statistics for Lakewood, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 246ft / 75.5mTotal length
- 567,126Total average daily traffic
- 28,872Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lakewood
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 101970-1979
- Bridge Condition - Deck
- 14.3%Very good
- 71.4%Good
- 14.3%Satisfactory
- Bridge Condition - Superstructure
- 71.4%Good
- 14.3%Satisfactory
- 14.3%Poor
- Bridge Condition - Substructure
- 14.3%Very good
- 57.1%Good
- 28.6%Satisfactory
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Structure Number: 1808567, Location: .07 MI W OF JCT SR237 (Lat: 41.471869, Lng: -81.824650), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 25.57m (83.89ft), Average Daily Traffic: 106,617 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 147,984 (year 2035), Design Load: HS 20+Mod, Features Intersected: ROCKY RIVER VALLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.199, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 43.9m (144.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Good, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1808567, Location: .07 MI W OF JCT SR237 (Lat: 41.471869, Lng: -81.824650), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 25.57m (83.89ft), Average Daily Traffic: 106,617 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 147,984 (year 2035), Design Load: HS 20+Mod, Features Intersected: ROCKY RIVER VALLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.199, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 43.9m (144.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Good, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature 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: 1808575, Location: SR237 AND IR90 JCT (Lat: 41.471800, Lng: -81.822650), Route carried "on" structure: State highway 237, Year Built: 1971, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 6,563 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 9,109 (year 2035), Design Load: HS 20+Mod, Features Intersected: I-90 (CUY-90-0775)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.891, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Very 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1808575, Location: SR237 AND IR90 JCT (Lat: 41.471800, Lng: -81.822650), Route carried "on" structure: State highway 237, Year Built: 1971, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 6,563 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 9,109 (year 2035), Design Load: HS 20+Mod, Features Intersected: I-90 (CUY-90-0775)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.891, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Very 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1808591, Location: .10 MI E OF JCT SR237 (Lat: 41.471461, Lng: -81.821239), Route carried "on" structure: County highway 69, Year Built: 1971, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 10,217 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 14,181 (year 2035), Design Load: H 20, Features Intersected: IR-90 (HILLARD), Facility Carried by Structure: HILLIARD ROAD CR-6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.059, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.6 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: 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Cathodic Protection
Structure Number: 1808591, Location: .10 MI E OF JCT SR237 (Lat: 41.471461, Lng: -81.821239), Route carried "on" structure: County highway 69, Year Built: 1971, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 10,217 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 14,181 (year 2035), Design Load: H 20, Features Intersected: IR-90 (HILLARD), Facility Carried by Structure: HILLIARD ROAD CR-6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.059, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.6 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: 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Cathodic Protection
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Structure Number: 1808621, Location: .35 MI E OF JCT SR237 (Lat: 41.470411, Lng: -81.816261), Route carried "on" structure: City street MCKIN, Year Built: 1971, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 6,702 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 9,302 (year 2035), Design Load: H 20, Features Intersected: IR-90 (MCKINLEY)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 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 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Cathodic Protection
Structure Number: 1808621, Location: .35 MI E OF JCT SR237 (Lat: 41.470411, Lng: -81.816261), Route carried "on" structure: City street MCKIN, Year Built: 1971, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 6,702 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 9,302 (year 2035), Design Load: H 20, Features Intersected: IR-90 (MCKINLEY)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 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 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Cathodic Protection
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Structure Number: 1808656, Location: .59 MI E OF JCT SR237 (Lat: 41.469469, Lng: -81.811761), Route carried "on" structure: City street WDWRD, Year Built: 1971, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 4,664 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 130,583 (year 2035), Design Load: H 20, Features Intersected: I-90, Facility Carried by Structure: WOODWARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.3m (37.1ft)
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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Cathodic Protection
Structure Number: 1808656, Location: .59 MI E OF JCT SR237 (Lat: 41.469469, Lng: -81.811761), Route carried "on" structure: City street WDWRD, Year Built: 1971, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 4,664 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 130,583 (year 2035), Design Load: H 20, Features Intersected: I-90, Facility Carried by Structure: WOODWARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.3m (37.1ft)
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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Cathodic Protection
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Structure Number: 1890077, Location: 1000 FT S of Rockliff Ln (Lat: 41.469200, Lng: -81.832311), Route carried "on" structure: Other road CMP, Year Built: 1970, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 5,000 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 6,940 (year 2015), Design Load: HS 20+Mod, Features Intersected: 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: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), 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: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1890077, Location: 1000 FT S of Rockliff Ln (Lat: 41.469200, Lng: -81.832311), Route carried "on" structure: Other road CMP, Year Built: 1970, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 5,000 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 6,940 (year 2015), Design Load: HS 20+Mod, Features Intersected: 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: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), 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: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1891057, Location: 100' S of Scenic Park Ent (Lat: 41.478331, Lng: -81.828611), Route carried "on" structure: Other road CMP, Year Built: 1959, Year Reconstructed: 1997, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 5,000 (year 1995), Truck Traffic: 10%, Average Future Daily Traffic: 6,940 (year 2015), Features Intersected: Rocky River, Facility Carried by Structure: Valley Parkway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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
Structure Number: 1891057, Location: 100' S of Scenic Park Ent (Lat: 41.478331, Lng: -81.828611), Route carried "on" structure: Other road CMP, Year Built: 1959, Year Reconstructed: 1997, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 5,000 (year 1995), Truck Traffic: 10%, Average Future Daily Traffic: 6,940 (year 2015), Features Intersected: Rocky River, Facility Carried by Structure: Valley Parkway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 1808575, Location: SR237 AND IR90 JCT (Lat: 41.471800, Lng: -81.822650), Route carried "under" structure: Interstate 90, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 106,617 (year 2015), Truck Traffic: 5%, Features Intersected: RIVERSIDE DR, SR 237-123, Facility Carried by Structure: RIVERSIDE DR-SR237
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 12.472, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 1808575, Location: SR237 AND IR90 JCT (Lat: 41.471800, Lng: -81.822650), Route carried "under" structure: Interstate 90, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 106,617 (year 2015), Truck Traffic: 5%, Features Intersected: RIVERSIDE DR, SR 237-123, Facility Carried by Structure: RIVERSIDE DR-SR237
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 12.472, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
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Structure Number: 1808591, Location: .10 MI E OF JCT SR237 (Lat: 41.471461, Lng: -81.821239), Route carried "under" structure: Interstate 90, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 110,833 (year 2016), Truck Traffic: 5%, Features Intersected: CR-69 (HILLIARD RD), Facility Carried by Structure: HILLIARD ROAD CR-6
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 12.616, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 1808591, Location: .10 MI E OF JCT SR237 (Lat: 41.471461, Lng: -81.821239), Route carried "under" structure: Interstate 90, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 110,833 (year 2016), Truck Traffic: 5%, Features Intersected: CR-69 (HILLIARD RD), Facility Carried by Structure: HILLIARD ROAD CR-6
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 12.616, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: 1808621, Location: .35 MI E OF JCT SR237 (Lat: 41.470411, Lng: -81.816261), Route carried "under" structure: Interstate 90, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 110,833 (year 2016), Truck Traffic: 5%, Features Intersected: MCKINLEY AVE (CR-736), Facility Carried by Structure: MCKINLEY AVENUE
Minimum Vertical Clearance: 4.53m (14.86ft), Kilometerpoint: 13.028, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 1808621, Location: .35 MI E OF JCT SR237 (Lat: 41.470411, Lng: -81.816261), Route carried "under" structure: Interstate 90, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 110,833 (year 2016), Truck Traffic: 5%, Features Intersected: MCKINLEY AVE (CR-736), Facility Carried by Structure: MCKINLEY AVENUE
Minimum Vertical Clearance: 4.53m (14.86ft), Kilometerpoint: 13.028, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 1808656, Location: .59 MI E OF JCT SR237 (Lat: 41.469469, Lng: -81.811761), Route carried "under" structure: Interstate 90, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 94,080 (year 2015), Truck Traffic: 5%, Features Intersected: WOODWARD RD, Facility Carried by Structure: WOODWARD AVENUE
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 13.422, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 1808656, Location: .59 MI E OF JCT SR237 (Lat: 41.469469, Lng: -81.811761), Route carried "under" structure: Interstate 90, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 94,080 (year 2015), Truck Traffic: 5%, Features Intersected: WOODWARD RD, Facility Carried by Structure: WOODWARD AVENUE
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 13.422, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)