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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 26
Total length: 171 meters (561ft)
Total average daily traffic: 930,162
Total average daily truck traffic: 38,964
National Bridge Inventory (NBI) Registered Bridges for North Olmsted
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New bridges - Historical Statistics

  • 1920-1929: 1
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 1
  • 1970-1979: 2
  • 1980-1989: 21
  • 1990-1999: 1

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: 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: October 11,  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: 77.300,  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: Good,  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: January 12,  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: 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: Good,  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 11,  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: 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 11,  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: 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: March 11,  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: 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: 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 11,  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: 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 11,  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: 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: March 11,  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: 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: March 11,  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: 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: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  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: September 11,  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: 3.78m (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: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1833553,  Location: 2587' N OF LHON RD (Lat: 41.404389,  Lng: -81.920939),  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: H 15,  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,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 11
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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: Satisfactory,  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: November 11
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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: 0.85m (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: November 11
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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: 1.52m (4.99ft),  Average Daily Traffic: 100 (year 1996),  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: 0.000,  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: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 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 12 months,  Inspection Date: November 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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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: 5.18m (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)

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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: 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)

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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: 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)

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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: 5.49m (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)

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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: 5.28m (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)

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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 2008),  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)

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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 2008),  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)

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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: 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)

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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: 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)

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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 2008),  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)

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