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Bridge Statistics for Wickliffe, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Wickliffe, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 84 meters (276ft) Total costs: $2,300,000 Total average daily traffic: 443,894 Total average daily truck traffic: 20,689 National Bridge Inventory (NBI) Registered Bridges for Wickliffe
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 4300033, Location: .31 MI E OF COUNTY LINE (Lat: 41.611431, Lng: -81.483517), Route carried "on" structure: State highway 2, Year Built: 1962, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 39,575 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 65,083 (year 2027), Design Load: HS 20+Mod, Features Intersected: LLOYD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.500, 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: 20.9m (68.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4300068, Location: .31 MI E OF COUNTY LINE (Lat: 41.611431, Lng: -81.483517), Route carried "on" structure: State highway 2, Year Built: 1962, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 39,575 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 65,083 (year 2027), Design Load: HS 20+Mod, Features Intersected: LLOYD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.500, 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: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4300092, Location: .55 MI E OF COUNTY LINE (Lat: 41.613819, Lng: -81.480103), Route carried "on" structure: State highway 2, Year Built: 1962, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 37,992 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 62,349 (year 2027), Design Load: HS 20+Mod, Features Intersected: LLOYD RD CONN RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.890, 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: 20.9m (68.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4300122, Location: .55 MI E OF COUNTY LINE (Lat: 41.613819, Lng: -81.480103), Route carried "on" structure: State highway 2, Year Built: 1962, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 37,992 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 62,349 (year 2027), Design Load: HS 20+Mod, Features Intersected: LLOYD RD CONN RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.890, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4300157, Location: 0105 MI.E.OF COUNTY LINE (Lat: 41.617869, Lng: -81.472000), Route carried "on" structure: State highway 2, Year Built: 1962, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 37,992 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 62,349 (year 2027), 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: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4300181, Location: 0105 MI E OF COUNTY LINE (Lat: 41.617869, Lng: -81.472000), Route carried "on" structure: State highway 2, Year Built: 1962, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 37,992 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 62,349 (year 2027), 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: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4303369, Location: IR-90 & US-20 JCT. (Lat: 41.596342, Lng: -81.488086), Route carried "on" structure: Interstate 90, Year Built: 1963, Year Reconstructed: 2004, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 39,467 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 54,780 (year 2028), Design Load: HS 20+Mod, Features Intersected: US-20 (0002) @ MP 186.21 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.140, Lanes on structure: 2, 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: 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: 17.4m (57.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4303393, Location: IR-90 & US-20 JCT. (Lat: 41.596342, Lng: -81.488086), Route carried "on" structure: Interstate 90, Year Built: 1963, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 39,467 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 54,780 (year 2028), Design Load: HS 20+Mod, Features Intersected: US-20 (0004) @ MP 186.20 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.140, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), 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: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 4303423, Location: IR-90 & SR-84 JCT. (Lat: 41.589544, Lng: -81.479872), Route carried "on" structure: State highway 84, Year Built: 1963, Year Reconstructed: 2008, Status: Open, Structure Length: 8.34m (27.36ft), Average Daily Traffic: 12,040 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 15,712 (year 2027), Design Load: HS 25, 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: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 8.35m (27.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $2,070,000, Roadway Improvement Cost: $230,000, Total Project Cost: $2,300,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4300033, Location: .31 MI E OF COUNTY LINE (Lat: 41.611431, Lng: -81.483517), Route carried "under" structure: City street LLOYD, Year Built: 1962, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 1,000 (year 2004), Features Intersected: SR 2, Facility Carried by Structure: SR 2 Minimum Vertical Clearance: 4.55m (14.93ft), 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) Find on map >>
Structure Number: 4300068, Location: .31 MI E OF COUNTY LINE (Lat: 41.611431, Lng: -81.483517), Route carried "under" structure: City street LLOYD, Year Built: 1962, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 1,000 (year 2004), Features Intersected: SR 2, Facility Carried by Structure: SR 2 Minimum Vertical Clearance: 5.11m (16.77ft), 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) Find on map >>
Structure Number: 4300157, Location: 0105 MI.E.OF COUNTY LINE (Lat: 41.617869, Lng: -81.472000), Route carried "under" structure: City street 1005, Year Built: 1962, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 7,600 (year 1972), Features Intersected: SR 2, Facility Carried by Structure: SR 2 Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.024, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 4300181, Location: 0105 MI E OF COUNTY LINE (Lat: 41.617869, Lng: -81.472000), Route carried "under" structure: City street 1005, Year Built: 1962, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 7,600 (year 1972), Features Intersected: SR 2, Facility Carried by Structure: SR 2 Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.024, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 4303369, Location: IR-90 & US-20 JCT. (Lat: 41.596342, Lng: -81.488086), Route carried "under" structure: US 20, Year Built: 1963, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 12,834 (year 2005), Truck Traffic: 3%, Features Intersected: I-90 EB (LAK-90-0009R), Facility Carried by Structure: I-90NB Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.003, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 4303393, Location: IR-90 & US-20 JCT. (Lat: 41.596342, Lng: -81.488086), Route carried "under" structure: US 20, Year Built: 1963, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 12,834 (year 2005), Truck Traffic: 3%, Features Intersected: I-90 WB (LAK-90-0009L), Facility Carried by Structure: I-90SB Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.006, 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) Find on map >>
Structure Number: 4303423, Location: IR-90 & SR-84 JCT. (Lat: 41.589544, Lng: -81.479872), Route carried "under" structure: Interstate 90, Year Built: 1963, Structure Length: 8.34m (27.36ft), Average Daily Traffic: 78,934 (year 2005), Truck Traffic: 8%, Features Intersected: SR-84 (0082) BISHOP ROAD, Facility Carried by Structure: BISHOP ROAD SR-84 Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.129, 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) Discuss this city on our hugely popular Ohio forum Back to: Wickliffe, OH, Ohio, All US cities.
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