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Bridge Statistics for North Olmsted, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: North Olmsted, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 28 Total length: 173 meters (568ft) Total average daily traffic: 885,742 Total average daily truck traffic: 72,847 National Bridge Inventory (NBI) Registered Bridges for North Olmsted
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1810405, Location: JCT. SR-252 WITH I-480 (Lat: 41.412497, Lng: -81.902064), Route carried "on" structure: State highway 252, Year Built: 1980, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 24,620 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 34,173 (year 2028), Design Load: HS 20+Mod, Features Intersected: I-480 (CUY-480-0398) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.990, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.3m (96.1ft) Condition: Deck: Satisfactory, Superstructure: Good, 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: 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: April 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: 1814001, Location: 3.2 MI. W. OF JCT. SR-252 (Lat: 41.390775, Lng: -81.956642), Route carried "on" structure: County highway 166, Year Built: 1980, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 12,556 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 71,662 (year 2028), Design Load: HS 20+Mod, Features Intersected: IR-480-0074, Facility Carried by Structure: BARTON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.300, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), 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: 12.3m (40.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 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: 1814036, Location: 2.5 MI. W. OF JCT. SR-252 (Lat: 41.396411, Lng: -81.943961), Route carried "on" structure: County highway 76, Year Built: 1980, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 13,060 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 86,500 (year 2028), Design Load: HS 20+Mod, Features Intersected: IR-480-0150, Facility Carried by Structure: STEARS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.300, Lanes on structure: 5, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.1m (82.3ft) Condition: Deck: Satisfactory, Superstructure: Good, 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: 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: March 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: 1814052, Location: 2.0 MI. W. OF JCT. SR-252 (Lat: 41.398594, Lng: -81.934083), Route carried "on" structure: Interstate 480, Year Built: 1980, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 62,320 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 86,500 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR-86 (MACKENZIE RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.270, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 36.7m (120.4ft), Out-to-Out Width: 37.9m (124.3ft) Condition: Deck: Satisfactory, 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: 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1814079, Location: 1.2 MI. W. OF JCT. SR-252 (Lat: 41.404769, Lng: -81.921003), Route carried "on" structure: Interstate 480, Year Built: 1980, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 62,320 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 86,500 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR-170 (FITCH RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.560, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 13 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: 36.7m (120.4ft), Out-to-Out Width: 37.9m (124.3ft) Condition: Deck: Satisfactory, 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: Superior to present desirable 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1814095, Location: .63 MI. W. OF JCT. SR-252 (Lat: 41.408908, Lng: -81.912797), Route carried "on" structure: County highway 93, Year Built: 1980, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 15,697 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 86,500 (year 2028), Design Load: HS 20+Mod, Features Intersected: IR-480-0336, Facility Carried by Structure: BUTTERNUT RIDGE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.300, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), 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: 19.6m (64.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, 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: 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 12 months, Inspection Date: March 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: 1814109, Location: 1.0 MI. E. OF JCT. SR-252 (Lat: 41.415378, Lng: -81.893356), Route carried "on" structure: City street COLUM, Year Built: 1980, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 23,859 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 116,677 (year 2028), Design Load: HS 20+Mod, Features Intersected: I-480 (CUY-480-0446) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.660, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), 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: 12.3m (40.4ft) Condition: Deck: Satisfactory, 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: 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: March 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: 1814125, Location: 1.4 MI. E. OF JCT. SR-252 (Lat: 41.418883, Lng: -81.883822), Route carried "on" structure: Interstate 480, Year Built: 1980, Status: Open, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 84,061 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 116,677 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR 17 (0162) BROOKPARK R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.070, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 16 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 36.7m (120.4ft), Out-to-Out Width: 37.9m (124.3ft) 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: 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1814133, Location: 1.1 MI. E. OF JCT. SR-252 (Lat: 41.422047, Lng: -81.877569), Route carried "on" structure: Interstate 480, Year Built: 1980, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 84,061 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 116,677 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR-52 (CLAGUE RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.690, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 12 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: 37.2m (122.0ft), Out-to-Out Width: 38.3m (125.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1830643, Location: 1400' EAST OF LEWIS RD. (Lat: 41.406667, Lng: -81.888333), Route carried "on" structure: County highway 193, Year Built: 1929, Year Reconstructed: 1975, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 10,903 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 15,133 (year 2029), Design Load: HS 20, Features Intersected: ROCKY RVR/CEDAR PNT #22 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.0 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 1831836, Location: WEST OF MAIN STREET, Route carried "on" structure: County highway 379, Year Built: 1972, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 3,039 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 4,218 (year 2029), Design Load: HS 20, Features Intersected: PLUM CREEK/MILL STR #16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), 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: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Structure Number: 1833553, Location: 2587' N OF LHON RD, Route carried "on" structure: County highway 170, Year Built: 1979, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 11,054 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 15,343 (year 2029), Design Load: HS 20, Features Intersected: FITCH LAT/FITCH RD #30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007 Find on map >>
Structure Number: 1878492, Location: 1960 FT W. OF CLAGUE ROAD (Lat: 41.441667, Lng: -81.890000), Route carried "on" structure: City street AMBOU, Year Built: 1992, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 200 (year 1993), Truck Traffic: 1%, Average Future Daily Traffic: 278 (year 2029), Features Intersected: COE LATERAL, Facility Carried by Structure: RESIDENTIAL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007 Find on map >>
Structure Number: 1878514, Location: 65 FT N. OF NANTUCKET DR. (Lat: 41.405000, Lng: -81.921667), Route carried "on" structure: City street REVER, Year Built: 1967, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 500 (year 1993), Average Future Daily Traffic: 694 (year 2029), Features Intersected: ROOT DITCH, Facility Carried by Structure: RESIDENTIAL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, 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 12 months, Inspection Date: December 2007 Find on map >>
Structure Number: 187853, Location: 200 FT S. OF WINDSOR DR. (Lat: 41.400000, Lng: -81.938333), Route carried "on" structure: City street SHERW, Year Built: 1967, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 500 (year 1993), Average Future Daily Traffic: 694 (year 2028), Features Intersected: WESTERLY LATERAL, Facility Carried by Structure: RESIDENTIAL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, 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 12 months, Inspection Date: December 2007 Find on map >>
Structure Number: 1878549, Location: 1600 FT S. OF BUTTERNUT R (Lat: 41.405000, Lng: -81.911667), Route carried "on" structure: City street SCANT, Year Built: 1987, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,000 (year 1993), Average Future Daily Traffic: 1,388 (year 2028), Features Intersected: ROOT DITCH, Facility Carried by Structure: RESIDENTIAL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, 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 12 months, Inspection Date: December 2007 Find on map >>
Structure Number: 1878603, Location: 590 FT S. OF GOLF VIEW LA (Lat: 41.402667, Lng: -81.916083), Route carried "on" structure: Other road GREWY, Year Built: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 1996), Average Future Daily Traffic: 139 (year 2027), Design Load: HS 20+Mod, Features Intersected: ROOT DITCH, Facility Carried by Structure: GREENWARD WAY SOUT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Private, 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: 15.2m (49.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 1810405, Location: JCT. SR-252 WITH I-480 (Lat: 41.412497, Lng: -81.902064), Route carried "under" structure: Interstate 480, Year Built: 1980, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 84,061 (year 2004), Truck Traffic: 8%, Features Intersected: SR 252 (0434) GRT NTN BL, Facility Carried by Structure: SR-252 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.641, Lanes on structure: 5, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Find on map >>
Structure Number: 1814001, Location: 3.2 MI. W. OF JCT. SR-252 (Lat: 41.390775, Lng: -81.956642), Route carried "under" structure: Interstate 480, Year Built: 1980, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 51,630 (year 2004), Truck Traffic: 12%, Features Intersected: CR-166 (BARTON RD.), Facility Carried by Structure: BARTON RD Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.119, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 1814028, Location: 2.7 MI. W. OF JCT. SR-252 (Lat: 41.394839, Lng: -81.948100), Route carried "under" structure: Interstate 480, Year Built: 1980, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 51,630 (year 2004), Truck Traffic: 12%, Features Intersected: CHRISTMAN DR PEDESTRIAN, Facility Carried by Structure: CHRISTMAN DR. PED. Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.203, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft) Find on map >>
Structure Number: 1814036, Location: 2.5 MI. W. OF JCT. SR-252 (Lat: 41.396411, Lng: -81.943961), Route carried "under" structure: Interstate 480, Year Built: 1980, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 62,320 (year 2004), Truck Traffic: 10%, Features Intersected: CR-76 (STEARNS RD), Facility Carried by Structure: STEARS RD Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.242, Lanes on structure: 5, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: 1814044, Location: 2.2 MI. W. OF JCT. SR-252 (Lat: 41.397583, Lng: -81.939017), Route carried "under" structure: Interstate 480, Year Built: 1980, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 62,320 (year 2004), Truck Traffic: 10%, Features Intersected: CYPRUS DR PEDESTRIAN, Facility Carried by Structure: CYPRUS DR. PED. Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.285, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 1814052, Location: 2.0 MI. W. OF JCT. SR-252 (Lat: 41.398594, Lng: -81.934083), Route carried "under" structure: County highway 86, Year Built: 1980, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 100 (year 2004), Features Intersected: IR-480-0203, Facility Carried by Structure: I-480 Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.204, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 1814079, Location: 1.2 MI. W. OF JCT. SR-252 (Lat: 41.404769, Lng: -81.921003), Route carried "under" structure: County highway 170, Year Built: 1980, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 100 (year 2004), Features Intersected: IR-480-0286, Facility Carried by Structure: I-480 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.773, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 1814095, Location: .63 MI. W. OF JCT. SR-252 (Lat: 41.408908, Lng: -81.912797), Route carried "under" structure: Interstate 480, Year Built: 1980, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 62,320 (year 2004), Truck Traffic: 10%, Features Intersected: BUTTERNUT RIDGE RD, CR-9, Facility Carried by Structure: BUTTERNUT RIDGE Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.539, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 1814109, Location: 1.0 MI. E. OF JCT. SR-252 (Lat: 41.415378, Lng: -81.893356), Route carried "under" structure: Interstate 480, Year Built: 1980, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 84,061 (year 2004), Truck Traffic: 8%, Features Intersected: COLUMBIA ROAD, Facility Carried by Structure: COLUMBIA RD Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.718, 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) Find on map >>
Structure Number: 1814125, Location: 1.4 MI. E. OF JCT. SR-252 (Lat: 41.418883, Lng: -81.883822), Route carried "under" structure: State highway 17, Year Built: 1980, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 17,250 (year 2004), Truck Traffic: 2%, Features Intersected: I-480 (CUY-480-0501), Facility Carried by Structure: I-480 Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.261, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft) Find on map >>
Structure Number: 1814133, Location: 1.1 MI. E. OF JCT. SR-252 (Lat: 41.422047, Lng: -81.877569), Route carried "under" structure: County highway 52, Year Built: 1980, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 100 (year 2004), Features Intersected: IR-480-0540, Facility Carried by Structure: I-480 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.076, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft) Discuss this city on our hugely popular Ohio forum Back to: North Olmsted, OH, Ohio, All US cities.
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