Bridge Statistics for North Olmsted, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 28Number of bridges
  • 181m594ftTotal length
  • 939,162Total average daily traffic
  • 39,509Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for North Olmsted
  • No street view available for this location

New bridges - Historical Statistics

  • 11920-1929
  • 11950-1959
  • 11960-1969
  • 21970-1979
  • 211980-1989
  • 21990-1999

Reconstructed bridges - Historical Statistics

  • 11970-1979
  • 01980-1989
  • 01990-1999
  • 12000-2009

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 1810405,  Location: JCT. SR-252 WITH I-480 (Lat: 41.412983,  Lng: -81.902000),  Route carried "on" structure: State highway 252,  Year Built: 1980,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 23,110 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,077 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: I-480 (CUY-480-0398)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.983,  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: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  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: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1814001,  Location: 3.2 MI. W. OF JCT. SR-252 (Lat: 41.390781,  Lng: -81.956572),  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: 83,183 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: IR-480-0074,  Facility Carried by Structure: BARTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.248,  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  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 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1814036,  Location: 2.5 MI. W. OF JCT. SR-252 (Lat: 41.396414,  Lng: -81.943964),  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: 94,079 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: IR-480-0150,  Facility Carried by Structure: STEARS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.248,  Lanes on structure: 5,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1814052,  Location: 2.0 MI. W. OF JCT. SR-252 (Lat: 41.398583,  Lng: -81.934211),  Route carried "on" structure: Interstate 480,  Year Built: 1980,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 67,780 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 94,079 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: CR-86 (MACKENZIE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.266,  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,  Inventory Rating: 32.4 metric tons,  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 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1814079,  Location: 1.2 MI. W. OF JCT. SR-252 (Lat: 41.404772,  Lng: -81.921003),  Route carried "on" structure: Interstate 480,  Year Built: 1980,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 67,780 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 94,079 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: CR-170 (FITCH RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.553,  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,  Inventory Rating: 32.4 metric tons,  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: March 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1814095,  Location: .63 MI. W. OF JCT. SR-252 (Lat: 41.408861,  Lng: -81.912861),  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: 94,079 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: IR-480-0336,  Facility Carried by Structure: BUTTERNUT RIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.248,  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: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1814109,  Location: 1.0 MI. E. OF JCT. SR-252 (Lat: 41.415419,  Lng: -81.893467),  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: 118,953 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: I-480 (CUY-480-0446)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  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: 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1814125,  Location: 1.4 MI. E. OF JCT. SR-252 (Lat: 41.419081,  Lng: -81.883444),  Route carried "on" structure: Interstate 480,  Year Built: 1980,  Status: Open,  Structure Length: 13.87m (45.51ft),  Average Daily Traffic: 85,701 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 118,953 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: SR 17 (0162) BROOKPARK R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.061,  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: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  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: November 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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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: 85,701 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 118,953 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: CR-52 (CLAGUE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.689,  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,  Inventory Rating: 32.4 metric tons,  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: April 14,  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: 1830643,  Location: 1400' EAST OF LEWIS RD. (Lat: 41.406369,  Lng: -81.887369),  Route carried "on" structure: County highway 193,  Year Built: 1929,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 10,903 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,133 (year 2035),  Design Load: HS 20,  Features Intersected: ROCKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.788,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  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: 97.2 metric tons,  Inventory Rating: 62.2 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 18 months,  Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1831836,  Location: WEST OF MAIN STREET (Lat: 41.374219,  Lng: -81.903769),  Route carried "on" structure: County highway 379,  Year Built: 1972,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 3,039 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,218 (year 2035),  Design Load: HS 20,  Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  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: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 90.4 metric tons,  Inventory Rating: 78.7 metric tons,  Structural Evaluation: Equal to 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 18 months,  Inspection Date: August 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1833553,  Location: 2587' N OF JOHN RD (Lat: 41.404389,  Lng: -81.920939),  Route carried "on" structure: County highway 170,  Year Built: 1979,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 11,054 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,343 (year 2035),  Design Load: H 15,  Features Intersected: FITCH LATERAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.524,  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: 4.2m (13.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 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 18 months,  Inspection Date: August 14
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Structure Number: 1878514,  Location: 65 FT N. OF NANTUCKET DR. (Lat: 41.405181,  Lng: -81.922875),  Route carried "on" structure: City street REVER,  Year Built: 1967,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 500 (year 1993),  Average Future Daily Traffic: 694 (year 2035),  Features Intersected: ROOT DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  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: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 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 18 months,  Inspection Date: June 14
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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: 0.90m (2.95ft),  Average Daily Traffic: 1,000 (year 1993),  Average Future Daily Traffic: 1,388 (year 2034),  Features Intersected: ROOT DITCH,  Facility Carried by Structure: S CANTERBURY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  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: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 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 18 months,  Inspection Date: June 14
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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: 1.71m (5.61ft),  Average Daily Traffic: 100 (year 1996),  Truck Traffic: 5%,  Average Future Daily Traffic: 139 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: ROOT DITCH,  Facility Carried by Structure: GREENWARD WAY SOUT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  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: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Better than present minimum 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 18 months,  Inspection Date: June 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 1890182,  Location: 1400 FT N OF CEDAR POINT (Lat: 41.407778,  Lng: -81.882222),  Route carried "on" structure: Other road CMP,  Year Built: 1957,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 5,000 (year 1995),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,940 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROCKY RIVER,  Facility Carried by Structure: VALLEY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 36.3 metric tons,  Inventory Rating: 27.9 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Preformed Fabric
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Structure Number: 189117,  Location: 20FT.S.OF CEDAR POINT RD (Lat: 41.406667,  Lng: -81.887500),  Route carried "on" structure: Other road CMP,  Year Built: 1998,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 4,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,552 (year 2035),  Features Intersected: EAST BRANCH ROCKY RIVER,  Facility Carried by Structure: VALLEY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1810405,  Location: JCT. SR-252 WITH I-480 (Lat: 41.412983,  Lng: -81.902000),  Route carried "under" structure: Interstate 480,  Year Built: 1980,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 85,701 (year 2010),  Truck Traffic: 5%,  Features Intersected: SR 252 (0434) GRT NTN BL,  Facility Carried by Structure: SR-252
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 6.404,  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)

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Structure Number: 1814001,  Location: 3.2 MI. W. OF JCT. SR-252 (Lat: 41.390781,  Lng: -81.956572),  Route carried "under" structure: Interstate 480,  Year Built: 1980,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 59,930 (year 2010),  Truck Traffic: 5%,  Features Intersected: CR-166 (BARTON RD.),  Facility Carried by Structure: BARTON RD
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 1.191,  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)

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Structure Number: 1814028,  Location: 2.7 MI. W. OF JCT. SR-252 (Lat: 41.394817,  Lng: -81.948267),  Route carried "under" structure: Interstate 480,  Year Built: 1980,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 59,930 (year 2010),  Truck Traffic: 5%,  Features Intersected: CHRISTMAN DR PEDESTRIAN,  Facility Carried by Structure: CHRISTMAN DR. PED.
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 2.027,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 1814036,  Location: 2.5 MI. W. OF JCT. SR-252 (Lat: 41.396414,  Lng: -81.943964),  Route carried "under" structure: Interstate 480,  Year Built: 1980,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 67,780 (year 2010),  Truck Traffic: 4%,  Features Intersected: CR-76 (STEARNS RD),  Facility Carried by Structure: STEARS RD
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 2.414,  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)

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Structure Number: 1814044,  Location: 2.2 MI. W. OF JCT. SR-252 (Lat: 41.397578,  Lng: -81.939208),  Route carried "under" structure: Interstate 480,  Year Built: 1980,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 67,780 (year 2010),  Truck Traffic: 4%,  Features Intersected: CYPRUS DR PEDESTRIAN,  Facility Carried by Structure: CYPRUS DR. PED.
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 2.848,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1814052,  Location: 2.0 MI. W. OF JCT. SR-252 (Lat: 41.398583,  Lng: -81.934211),  Route carried "under" structure: County highway 86,  Year Built: 1980,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 100 (year 1900),  Features Intersected: IR-480-0203,  Facility Carried by Structure: I-480
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 2.043,  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)

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Structure Number: 1814079,  Location: 1.2 MI. W. OF JCT. SR-252 (Lat: 41.404772,  Lng: -81.921003),  Route carried "under" structure: County highway 170,  Year Built: 1980,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 100 (year 1900),  Features Intersected: IR-480-0286,  Facility Carried by Structure: I-480
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 77.248,  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)

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Structure Number: 1814095,  Location: .63 MI. W. OF JCT. SR-252 (Lat: 41.408861,  Lng: -81.912861),  Route carried "under" structure: Interstate 480,  Year Built: 1980,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 67,780 (year 2010),  Truck Traffic: 4%,  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)

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Structure Number: 1814109,  Location: 1.0 MI. E. OF JCT. SR-252 (Lat: 41.415419,  Lng: -81.893467),  Route carried "under" structure: Interstate 480,  Year Built: 1980,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 85,701 (year 2010),  Truck Traffic: 5%,  Features Intersected: COLUMBIA ROAD,  Facility Carried by Structure: COLUMBIA RD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 7.176,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1814125,  Location: 1.4 MI. E. OF JCT. SR-252 (Lat: 41.419081,  Lng: -81.883444),  Route carried "under" structure: State highway 17,  Year Built: 1980,  Structure Length: 13.87m (45.51ft),  Average Daily Traffic: 13,420 (year 2010),  Truck Traffic: 2%,  Features Intersected: I-480 (CUY-480-0501),  Facility Carried by Structure: I-480
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 2.607,  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)

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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 1900),  Features Intersected: IR-480-0540,  Facility Carried by Structure: I-480
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.756,  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)

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