Bridge Statistics for Wickliffe, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 154ft / 47.3mTotal length
- $2,300,000Total costs
- 608,327Total average daily traffic
- 23,628Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wickliffe
- No street view available for this location
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 22.2%Very good
- 55.6%Good
- 22.2%Fair
- Bridge Condition - Superstructure
- 22.2%Very good
- 55.6%Good
- 22.2%Fair
- Bridge Condition - Substructure
- 77.8%Good
- 22.2%Fair
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Structure Number: 4300033, Location: .31 MI E OF COUNTY LINE (Lat: 41.611669, Lng: -81.483311), Route carried "on" structure: State highway 2, Year Built: 1962, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 38,546 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 53,502 (year 2035), Design Load: HS 20+Mod, Features Intersected: LLOYD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.8m (68.2ft)
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: 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, Deck Protection: Cathodic Protection
Structure Number: 4300033, Location: .31 MI E OF COUNTY LINE (Lat: 41.611669, Lng: -81.483311), Route carried "on" structure: State highway 2, Year Built: 1962, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 38,546 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 53,502 (year 2035), Design Load: HS 20+Mod, Features Intersected: LLOYD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.8m (68.2ft)
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: 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, Deck Protection: Cathodic Protection
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Structure Number: 4300068, Location: .31 MI E OF COUNTY LINE (Lat: 41.611439, Lng: -81.483200), Route carried "on" structure: State highway 2, Year Built: 1962, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 38,546 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 53,502 (year 2035), Design Load: HS 20+Mod, Features Intersected: LLOYD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: 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, Deck Protection: Cathodic Protection
Structure Number: 4300068, Location: .31 MI E OF COUNTY LINE (Lat: 41.611439, Lng: -81.483200), Route carried "on" structure: State highway 2, Year Built: 1962, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 38,546 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 53,502 (year 2035), Design Load: HS 20+Mod, Features Intersected: LLOYD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: 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, Deck Protection: Cathodic Protection
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Structure Number: 4300092, Location: .55 MI E OF COUNTY LINE (Lat: 41.614139, Lng: -81.479939), Route carried "on" structure: State highway 2, Year Built: 1962, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 33,747 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 46,841 (year 2035), Design Load: HS 20+Mod, Features Intersected: LLOYD RD CONN RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.8m (68.2ft)
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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4300092, Location: .55 MI E OF COUNTY LINE (Lat: 41.614139, Lng: -81.479939), Route carried "on" structure: State highway 2, Year Built: 1962, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 33,747 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 46,841 (year 2035), Design Load: HS 20+Mod, Features Intersected: LLOYD RD CONN RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.8m (68.2ft)
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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4300122, Location: .55 MI E OF COUNTY LINE (Lat: 41.613989, Lng: -81.479689), Route carried "on" structure: State highway 2, Year Built: 1962, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 33,747 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 46,841 (year 2035), Design Load: HS 20+Mod, Features Intersected: LLOYD RD CONN RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft)
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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4300122, Location: .55 MI E OF COUNTY LINE (Lat: 41.613989, Lng: -81.479689), Route carried "on" structure: State highway 2, Year Built: 1962, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 33,747 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 46,841 (year 2035), Design Load: HS 20+Mod, Features Intersected: LLOYD RD CONN RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft)
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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4300157, Location: 0105 MI.E.OF COUNTY LINE (Lat: 41.618039, Lng: -81.472000), Route carried "on" structure: State highway 2, Year Built: 1962, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 36,749 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 51,008 (year 2035), Design Load: HS 20+Mod, Features Intersected: WORDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Cathodic Protection
Structure Number: 4300157, Location: 0105 MI.E.OF COUNTY LINE (Lat: 41.618039, Lng: -81.472000), Route carried "on" structure: State highway 2, Year Built: 1962, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 36,749 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 51,008 (year 2035), Design Load: HS 20+Mod, Features Intersected: WORDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 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: 4300181, Location: 0105 MI E OF COUNTY LINE (Lat: 41.617869, Lng: -81.471831), Route carried "on" structure: State highway 2, Year Built: 1962, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 36,749 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 51,008 (year 2035), Design Load: HS 20+Mod, Features Intersected: WORDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Cathodic Protection
Structure Number: 4300181, Location: 0105 MI E OF COUNTY LINE (Lat: 41.617869, Lng: -81.471831), Route carried "on" structure: State highway 2, Year Built: 1962, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 36,749 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 51,008 (year 2035), Design Load: HS 20+Mod, Features Intersected: WORDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 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: 4303369, Location: IR-90 & US-20 JCT. (Lat: 41.596389, Lng: -81.487969), Route carried "on" structure: Interstate 90, Year Built: 1963, Year Reconstructed: 2004, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 61,483 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 85,338 (year 2035), Design Load: HS 20+Mod, Features Intersected: USR 20 (0002)@ MP 186.21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4303369, Location: IR-90 & US-20 JCT. (Lat: 41.596389, Lng: -81.487969), Route carried "on" structure: Interstate 90, Year Built: 1963, Year Reconstructed: 2004, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 61,483 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 85,338 (year 2035), Design Load: HS 20+Mod, Features Intersected: USR 20 (0002)@ MP 186.21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4303393, Location: IR-90 & US-20 JCT. (Lat: 41.596531, Lng: -81.487731), Route carried "on" structure: Interstate 90, Year Built: 1963, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 61,483 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 85,338 (year 2035), Design Load: HS 20+Mod, Features Intersected: US-20 (0004) @ MP 186.20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 3 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: 22.3m (73.2ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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: Latex Concrete, Membrane: Built-up, Deck Protection: Galvanized Reinforcing
Structure Number: 4303393, Location: IR-90 & US-20 JCT. (Lat: 41.596531, Lng: -81.487731), Route carried "on" structure: Interstate 90, Year Built: 1963, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 61,483 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 85,338 (year 2035), Design Load: HS 20+Mod, Features Intersected: US-20 (0004) @ MP 186.20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 3 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: 22.3m (73.2ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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: Latex Concrete, Membrane: Built-up, Deck Protection: Galvanized Reinforcing
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Structure Number: 4303423, Location: IR-90 & SR-84 JCT. (Lat: 41.589711, Lng: -81.479661), Route carried "on" structure: State highway 84, Year Built: 1963, Year Reconstructed: 2008, Status: Open, Structure Length: 8.34m (27.36ft), Average Daily Traffic: 13,350 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 18,530 (year 2035), Design Load: HS 25 or greater, Features Intersected: 90-0080 (BISHOP RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.320, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.35m (27.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Roadway Improvement Cost: $230,000, Total Project Cost: $2,300,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4303423, Location: IR-90 & SR-84 JCT. (Lat: 41.589711, Lng: -81.479661), Route carried "on" structure: State highway 84, Year Built: 1963, Year Reconstructed: 2008, Status: Open, Structure Length: 8.34m (27.36ft), Average Daily Traffic: 13,350 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 18,530 (year 2035), Design Load: HS 25 or greater, Features Intersected: 90-0080 (BISHOP RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.320, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.35m (27.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Roadway Improvement Cost: $230,000, Total Project Cost: $2,300,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4300033, Location: .31 MI E OF COUNTY LINE (Lat: 41.611669, Lng: -81.483311), Route carried "under" structure: City street LLOYD, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,949 (year 2015), Truck Traffic: 5%, Features Intersected: SR 2, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 4300033, Location: .31 MI E OF COUNTY LINE (Lat: 41.611669, Lng: -81.483311), Route carried "under" structure: City street LLOYD, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,949 (year 2015), Truck Traffic: 5%, Features Intersected: SR 2, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 4300068, Location: .31 MI E OF COUNTY LINE (Lat: 41.611439, Lng: -81.483200), Route carried "under" structure: City street LLOYD, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,949 (year 2015), Truck Traffic: 5%, Features Intersected: SR 2, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 4300068, Location: .31 MI E OF COUNTY LINE (Lat: 41.611439, Lng: -81.483200), Route carried "under" structure: City street LLOYD, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,949 (year 2015), Truck Traffic: 5%, Features Intersected: SR 2, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 4300092, Location: .55 MI E OF COUNTY LINE (Lat: 41.614139, Lng: -81.479939), Route carried "under" structure: Ramp City street LLYD, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 79,150 (year 2005), Truck Traffic: 3%, Features Intersected: SR 2 OV LLOYD RD CONNECT, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 4300092, Location: .55 MI E OF COUNTY LINE (Lat: 41.614139, Lng: -81.479939), Route carried "under" structure: Ramp City street LLYD, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 79,150 (year 2005), Truck Traffic: 3%, Features Intersected: SR 2 OV LLOYD RD CONNECT, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 4300122, Location: .55 MI E OF COUNTY LINE (Lat: 41.613989, Lng: -81.479689), Route carried "under" structure: Ramp State highway 2, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 66,720 (year 2011), Truck Traffic: 4%, Features Intersected: SR 2
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.901, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 4300122, Location: .55 MI E OF COUNTY LINE (Lat: 41.613989, Lng: -81.479689), Route carried "under" structure: Ramp State highway 2, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 66,720 (year 2011), Truck Traffic: 4%, Features Intersected: SR 2
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.901, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 4300157, Location: 0105 MI.E.OF COUNTY LINE (Lat: 41.618039, Lng: -81.472000), Route carried "under" structure: City street 1005, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 5,345 (year 2015), Truck Traffic: 1%, Features Intersected: SR 2, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 0.241, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 4300157, Location: 0105 MI.E.OF COUNTY LINE (Lat: 41.618039, Lng: -81.472000), Route carried "under" structure: City street 1005, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 5,345 (year 2015), Truck Traffic: 1%, Features Intersected: SR 2, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 0.241, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 4300181, Location: 0105 MI E OF COUNTY LINE (Lat: 41.617869, Lng: -81.471831), Route carried "under" structure: City street 1005, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 5,345 (year 2015), Truck Traffic: 1%, Features Intersected: SR 2, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 0.241, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 4300181, Location: 0105 MI E OF COUNTY LINE (Lat: 41.617869, Lng: -81.471831), Route carried "under" structure: City street 1005, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 5,345 (year 2015), Truck Traffic: 1%, Features Intersected: SR 2, Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 0.241, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 4303369, Location: IR-90 & US-20 JCT. (Lat: 41.596389, Lng: -81.487969), Route carried "under" structure: US 20, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 12,936 (year 2015), Truck Traffic: 6%, Features Intersected: I-90 EB (LAK-90-0009R), Facility Carried by Structure: I-90EB
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 0.032, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 4303369, Location: IR-90 & US-20 JCT. (Lat: 41.596389, Lng: -81.487969), Route carried "under" structure: US 20, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 12,936 (year 2015), Truck Traffic: 6%, Features Intersected: I-90 EB (LAK-90-0009R), Facility Carried by Structure: I-90EB
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 0.032, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 4303393, Location: IR-90 & US-20 JCT. (Lat: 41.596531, Lng: -81.487731), Route carried "under" structure: US 20, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 12,936 (year 2015), Truck Traffic: 6%, Features Intersected: I-90 WB (LAK-90-0009L), Facility Carried by Structure: I-90SB
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.064, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 4303393, Location: IR-90 & US-20 JCT. (Lat: 41.596531, Lng: -81.487731), Route carried "under" structure: US 20, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 12,936 (year 2015), Truck Traffic: 6%, Features Intersected: I-90 WB (LAK-90-0009L), Facility Carried by Structure: I-90SB
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.064, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 4303423, Location: IR-90 & SR-84 JCT. (Lat: 41.589711, Lng: -81.479661), Route carried "under" structure: Interstate 90, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 67,597 (year 2015), Truck Traffic: 5%, Features Intersected: SR-84 (0082) BISHOP ROAD, Facility Carried by Structure: BISHOP ROAD SR 84
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 1.287, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 4303423, Location: IR-90 & SR-84 JCT. (Lat: 41.589711, Lng: -81.479661), Route carried "under" structure: Interstate 90, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 67,597 (year 2015), Truck Traffic: 5%, Features Intersected: SR-84 (0082) BISHOP ROAD, Facility Carried by Structure: BISHOP ROAD SR 84
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 1.287, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)