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

Find on map >>

Structure Number: 7701837,  Location: 0.3MI WEST OF EXIT 11 (Lat: 41.271667,  Lng: -81.628333),  Route carried "on" structure: Ramp State highway 21,  Year Built: 1954,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 4,340 (year 1979),  Average Future Daily Traffic: 26,483 (year 2027),  Design Load: HS 20,  Features Intersected: SR 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.680,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Agenciy,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2006,  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: 770441,  Location: 1.59 MI N OF SR 303 (Lat: 41.202344,  Lng: -81.625358),  Route carried "on" structure: County highway 47,  Year Built: 1964,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 2,450 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 86,972 (year 2027),  Design Load: H 15,  Features Intersected: I-77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.090,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 21.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 7704445,  Location: 1.95 MI S OF SR 303 (Lat: 41.211817,  Lng: -81.625456),  Route carried "on" structure: City street HARLD,  Year Built: 1964,  Status: Open,  Structure Length: 8.57m (28.12ft),  Average Daily Traffic: 1,500 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 86,972 (year 2027),  Design Load: H 15,  Features Intersected: I-77,  Facility Carried by Structure: HAROLD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.960,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 21.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 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 minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 7704534,  Location: 1.27 MI N OF SR 176 (Lat: 41.239650,  Lng: -81.628756),  Route carried "on" structure: Interstate 77,  Year Built: 1964,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 28,805 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 39,981 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OVER SUM-SR 303-2.94
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.850,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.0m,  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.4m (44.0ft)

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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 7704569,  Location: 1.27 MI N OF SR 176 (Lat: 41.239639,  Lng: -81.628200),  Route carried "on" structure: Interstate 77,  Year Built: 1964,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 28,805 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 39,981 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OVER SUM-SR 303-2.96
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.850,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 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: 7704712,  Location: 1.21 MI N OF SR 303 (Lat: 41.258172,  Lng: -81.632842),  Route carried "on" structure: Interstate 77,  Year Built: 1966,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 26,550 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 36,851 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: BRECKSVILLE RD & SR21 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.970,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.0m,  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 7704747,  Location: 1.21 MI N OF SR 303 (Lat: 41.258625,  Lng: -81.632428),  Route carried "on" structure: Interstate 77,  Year Built: 1969,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 26,550 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 36,851 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: BRECKSVILLE RD & SR21 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.970,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 7704763,  Location: RAMP 0.1 MI S OF OHIO TPK (Lat: 41.273611,  Lng: -81.636111),  Route carried "on" structure: Ramp Interstate 80K,  Year Built: 2001,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 71,571 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 73,703 (year 2027),  Design Load: HS 25,  Features Intersected: IR 77,  Facility Carried by Structure: I80 AND I77 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.430,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Agenciy,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 7707746,  Location: JCT OF IR 271 AND SR 176 (Lat: 41.221767,  Lng: -81.640833),  Route carried "on" structure: State highway 176,  Year Built: 1970,  Status: Open,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 4,730 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,482 (year 2027),  Design Load: HS 20,  Features Intersected: OVER SUM-IR 271-2.75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.750,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: May 2007,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 7708858,  Location: 0.20 MI E OF SR 176 (Lat: 41.221869,  Lng: -81.641200),  Route carried "on" structure: County highway 17,  Year Built: 1968,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 8,120 (year 1971),  Average Future Daily Traffic: 29,176 (year 2027),  Design Load: HS 20,  Features Intersected: I-271,  Facility Carried by Structure: CLEVE MASS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.650,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: 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: 7729421,  Location: JCT I77 (Lat: 41.275278,  Lng: -81.636111),  Route carried "on" structure: Interstate 80K,  Year Built: 2001,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 17,840 (year 2000),  Truck Traffic: 25%,  Average Future Daily Traffic: 24,762 (year 2025),  Design Load: HS 25,  Features Intersected: IR 77 MP 1725,  Facility Carried by Structure: I 80 OHIO TRNPK EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.390,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Very 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: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 7729472,  Location: 0.3MI WEST OF EXIT 11 (Lat: 41.273333,  Lng: -81.628333),  Route carried "on" structure: State highway 21,  Year Built: 1954,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 19,680 (year 2004),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,922 (year 2027),  Design Load: HS 20,  Features Intersected: I80 OHIO TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.910,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Satisfactory,  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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 7729499,  Location: 01. MI W OF JCT I72 (Lat: 41.275833,  Lng: -81.637500),  Route carried "on" structure: Interstate 80K,  Year Built: 2001,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 17,840 (year 2000),  Truck Traffic: 25%,  Average Future Daily Traffic: 24,762 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CONNECTOR RAMP MP 1724,  Facility Carried by Structure: I 80 OHIO TRNPK EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.230,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 36.9m (121.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 7749082,  Location: 2300 FT N OF SR21 (Lat: 41.261667,  Lng: -81.638333),  Route carried "on" structure: County highway 177,  Year Built: 1937,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 900 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,249 (year 2026),  Design Load: H 15,  Features Intersected: BR FURNACE RUN,  Facility Carried by Structure: TOWNSEND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 21.6 metric tons,  Inventory Rating: 16.2 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 7750013,  Location: 500 FT N OF TOWSEND RD (Lat: 41.258333,  Lng: -81.633333),  Route carried "on" structure: County highway 17,  Year Built: 1932,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 5,050 (year 1997),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,009 (year 2028),  Design Load: H 15,  Features Intersected: FURNACE RUN,  Facility Carried by Structure: BRECKSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 21.6 metric tons,  Inventory Rating: 16.2 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 7750021,  Location: 3600 FT E OF SR 176 (Lat: 41.255000,  Lng: -81.651667),  Route carried "on" structure: City street 178,  Year Built: 1940,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 650 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 902 (year 2026),  Design Load: H 15,  Features Intersected: TELLING DITCH,  Facility Carried by Structure: BRUSH ROAD
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),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 21.6 metric tons,  Inventory Rating: 16.2 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 7701837,  Location: 0.3MI WEST OF EXIT 11 (Lat: 41.271667,  Lng: -81.628333),  Route carried "under" structure: State highway 21,  Year Built: 1954,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 18,720 (year 2004),  Truck Traffic: 8%,  Features Intersected: TPK RAMP OVER SR21 MP172
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.267,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

Find on map >>

Structure Number: 770441,  Location: 1.59 MI N OF SR 303 (Lat: 41.202344,  Lng: -81.625358),  Route carried "under" structure: Interstate 77,  Year Built: 1964,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 62,660 (year 2004),  Truck Traffic: 13%,  Features Intersected: UNDER EVERETT RD CR-47,  Facility Carried by Structure: EVERETT RD (CR-47)
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 4.569,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

Find on map >>

Structure Number: 7704445,  Location: 1.95 MI S OF SR 303 (Lat: 41.211817,  Lng: -81.625456),  Route carried "under" structure: Interstate 77,  Year Built: 1964,  Structure Length: 8.57m (28.12ft),  Average Daily Traffic: 62,660 (year 2004),  Truck Traffic: 13%,  Features Intersected: UNDER HAROLD DRIVE,  Facility Carried by Structure: HAROLD DRIVE
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 4.675,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

Find on map >>

Structure Number: 7704534,  Location: 1.27 MI N OF SR 176 (Lat: 41.239650,  Lng: -81.628756),  Route carried "under" structure: State highway 303,  Year Built: 1964,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 6,400 (year 2004),  Truck Traffic: 4%,  Features Intersected: I-77,  Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.477,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

Find on map >>

Structure Number: 7704569,  Location: 1.27 MI N OF SR 176 (Lat: 41.239639,  Lng: -81.628200),  Route carried "under" structure: State highway 303,  Year Built: 1964,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 6,400 (year 2004),  Truck Traffic: 4%,  Features Intersected: I-77,  Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

Find on map >>

Structure Number: 7704712,  Location: 1.21 MI N OF SR 303 (Lat: 41.258172,  Lng: -81.632842),  Route carried "under" structure: City street CM0RD,  Year Built: 1966,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 7,400 (year 1988),  Features Intersected: I-77,  Facility Carried by Structure: I.R. 77 & RAMP G
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 3.119,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

Find on map >>

Structure Number: 7704747,  Location: 1.21 MI N OF SR 303 (Lat: 41.258625,  Lng: -81.632428),  Route carried "under" structure: City street CM0RD,  Year Built: 1969,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 7,400 (year 1988),  Features Intersected: I-77,  Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 3.122,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

Find on map >>

Structure Number: 7704763,  Location: RAMP 0.1 MI S OF OHIO TPK (Lat: 41.273611,  Lng: -81.636111),  Route carried "under" structure: Ramp Interstate 77,  Year Built: 2001,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 53,100 (year 2004),  Truck Traffic: 12%,  Features Intersected: CONNECTOR RAMP OVER I77
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 5.371,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 39.3m (128.9ft)

Find on map >>

Structure Number: 7707746,  Location: JCT OF IR 271 AND SR 176 (Lat: 41.221767,  Lng: -81.640833),  Route carried "under" structure: Interstate 271,  Year Built: 1970,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 29,470 (year 2004),  Truck Traffic: 21%,  Features Intersected: SR 176,  Facility Carried by Structure: SR 176
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 0.443,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

Find on map >>

Structure Number: 7708858,  Location: 0.20 MI E OF SR 176 (Lat: 41.221869,  Lng: -81.641200),  Route carried "under" structure: Interstate 271,  Year Built: 1968,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 27,610 (year 2004),  Truck Traffic: 21%,  Features Intersected: UNDER CLEV MASS RD CR-17,  Facility Carried by Structure: CLEVE MASS ROAD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.473,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

Find on map >>

Structure Number: 7729421,  Location: JCT I77 (Lat: 41.275278,  Lng: -81.636111),  Route carried "under" structure: Alternate Interstate 77,  Year Built: 2001,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 53,950 (year 2004),  Truck Traffic: 11%,  Features Intersected: I0080K OHIO TRNPK,  Facility Carried by Structure: I 80 OHIO TRNPK EB
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 0.539,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

Find on map >>

Structure Number: 7729472,  Location: 0.3MI WEST OF EXIT 11 (Lat: 41.273333,  Lng: -81.628333),  Route carried "under" structure: Interstate 80K,  Year Built: 1954,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 25,160 (year 1972),  Features Intersected: SR21 MP1729,  Facility Carried by Structure: SR 21 OVER TPK
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.121,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

Find on map >>

Structure Number: 7729499,  Location: 01. MI W OF JCT I72 (Lat: 41.275833,  Lng: -81.637500),  Route carried "under" structure: Ramp Other road 80C,  Year Built: 2001,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 5,825 (year 2000),  Truck Traffic: 18%,  Features Intersected: I0080K OHIO TRNPK,  Facility Carried by Structure: I 80 OHIO TRNPK EB
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.029,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)