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

Find on map >>

Structure Number: 4304144,  Location: .7 MI. E SR615 (Lat: 41.647586,  Lng: -81.328494),  Route carried "on" structure: City street 502,  Year Built: 1962,  Status: Open,  Structure Length: 18.90m (62.01ft),  Average Daily Traffic: 1,000 (year 2002),  Average Future Daily Traffic: 67,193 (year 2027),  Design Load: H 15,  Features Intersected: I-90,  Facility Carried by Structure: CHILLICOTHE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.450,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Epoxy

Find on map >>

Structure Number: 4304179,  Location: APPROX 1MI E SR615 (Lat: 41.647819,  Lng: -81.323878),  Route carried "on" structure: City street 507,  Year Built: 1962,  Status: Open,  Structure Length: 14.57m (47.80ft),  Average Daily Traffic: 1,000 (year 2002),  Average Future Daily Traffic: 67,193 (year 2027),  Design Load: H 15,  Features Intersected: I-90,  Facility Carried by Structure: LT MNTN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.450,  Lanes on structure: 2,  Lanes under structure: 4,  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: 6,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 33.3 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: 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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Epoxy

Find on map >>

Structure Number: 4304209,  Location: 1.2 MI E SR615 (Lat: 41.481114,  Lng: -81.320019),  Route carried "on" structure: City street 503,  Year Built: 1962,  Status: Open,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 1,000 (year 2002),  Average Future Daily Traffic: 67,193 (year 2027),  Design Load: H 15,  Features Intersected: I-90,  Facility Carried by Structure: HART RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.220,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.3 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 4304233,  Location: 9.5 MI E SR615 (Lat: 41.648408,  Lng: -81.300819),  Route carried "on" structure: City street 501,  Year Built: 1961,  Status: Open,  Structure Length: 13.32m (43.70ft),  Average Daily Traffic: 1,000 (year 2002),  Average Future Daily Traffic: 67,193 (year 2027),  Design Load: H 15,  Features Intersected: I-90,  Facility Carried by Structure: KING MEM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.980,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 33.3 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Epoxy

Structure Number: 4333152,  Location: 2.00 MI. N/ EAGLE ROAD,  Route carried "on" structure: City street 609,  Year Built: 1972,  Status: Posted for load,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 1,300 (year 1995),  Average Future Daily Traffic: 1,500 (year 2023),  Design Load: HS 20,  Features Intersected: BOOTH O/CHAGRIN RIVER,  Facility Carried by Structure: BOOTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Serious,  Channel: Poor,  Operating Rating: 16.2 metric tons,  Inventory Rating: 11.7 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Structure Number: 4333594,  Location: 4.60 MI. N/ DEWEY ROAD,  Route carried "on" structure: City street M0605,  Year Built: 1958,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 450 (year 1995),  Truck Traffic: 11%,  Average Future Daily Traffic: 600 (year 2024),  Design Load: HS 20,  Features Intersected: SPERRY O/PIERSON CR N/US,  Facility Carried by Structure: SPERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Channel: Fair,  Operating Rating: 16.2 metric tons,  Inventory Rating: 11.7 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2006,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 4333802,  Location: .2 MI. S. OF BALDWIN RD (Lat: 41.633333,  Lng: -81.325000),  Route carried "on" structure: City street SANC0,  Year Built: 1990,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 470 (year 1995),  Truck Traffic: 2%,  Average Future Daily Traffic: 800 (year 2023),  Design Load: HS 20,  Features Intersected: SANCTUARY O/E.B. CHAGRN,  Facility Carried by Structure: SANCTUARY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 4304144,  Location: .7 MI. E SR615 (Lat: 41.647586,  Lng: -81.328494),  Route carried "under" structure: Interstate 90,  Year Built: 1962,  Structure Length: 18.90m (62.01ft),  Average Daily Traffic: 52,890 (year 2005),  Truck Traffic: 20%,  Features Intersected: CHILLICOTHE RD,  Facility Carried by Structure: CHILLICOTHE RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 1.621,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

Find on map >>

Structure Number: 4304179,  Location: APPROX 1MI E SR615 (Lat: 41.647819,  Lng: -81.323878),  Route carried "under" structure: Interstate 90,  Year Built: 1962,  Structure Length: 14.57m (47.80ft),  Average Daily Traffic: 52,890 (year 2005),  Truck Traffic: 20%,  Features Intersected: LITTLE MOUNTAIN RD,  Facility Carried by Structure: LT MNTN RD
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.166,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

Find on map >>

Structure Number: 4304209,  Location: 1.2 MI E SR615 (Lat: 41.481114,  Lng: -81.320019),  Route carried "under" structure: Interstate 90,  Year Built: 1962,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 52,890 (year 2005),  Truck Traffic: 20%,  Features Intersected: HART RD,  Facility Carried by Structure: HART RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 1.692,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

Find on map >>

Structure Number: 4304233,  Location: 9.5 MI E SR615 (Lat: 41.648408,  Lng: -81.300819),  Route carried "under" structure: Interstate 90,  Year Built: 1961,  Structure Length: 13.32m (43.70ft),  Average Daily Traffic: 52,890 (year 2005),  Truck Traffic: 20%,  Features Intersected: KING MEMORIAL RD,  Facility Carried by Structure: KING MEM RD
Minimum Vertical Clearance: 0.61m (2.00ft),  Kilometerpoint: 1.853,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)