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Bridge Statistics for Brecksville, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Brecksville, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 142 meters (466ft) Total costs: $800,000 Total average daily traffic: 539,265 Total average daily truck traffic: 49,270 National Bridge Inventory (NBI) Registered Bridges for Brecksville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 180286, Location: .13 M N SR-82 (Lat: 41.321881, Lng: -81.626858), Route carried "on" structure: State highway 21, Year Built: 1995, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 15,550 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 21,583 (year 2028), Design Load: HS 20+Mod, Features Intersected: CHIPPEWA CRK .13 MI N 82 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.930, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 23.8m (78.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1805649, Location: 2.48 MI. S. OF JCT SR-82 (Lat: 41.282878, Lng: -81.636258), Route carried "on" structure: City street 229, Year Built: 1968, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 22,460 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 77,103 (year 2028), Design Load: H 20, Features Intersected: I-77 (UNDER SNOWVILLE RD, Facility Carried by Structure: SNOWVILLE RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.990, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1805673, Location: 2.0 MI. S. OF JCT. SR.82 (Lat: 41.289225, Lng: -81.636750), Route carried "on" structure: County highway 187, Year Built: 1968, Year Reconstructed: 2005, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 16,260 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 90,970 (year 2028), Design Load: H 20, Features Intersected: I-77, Facility Carried by Structure: MILLER RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.990, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.7m (84.3ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Very 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1805703, Location: 1.2 MI. S. OF JCT. SR-82 (Lat: 41.299739, Lng: -81.643381), Route carried "on" structure: County highway 74, Year Built: 1968, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 3,363 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 90,970 (year 2028), Design Load: H 20, Features Intersected: I-77, Facility Carried by Structure: HIGHLAND DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.990, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), 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: 12.3m (40.4ft) Condition: Deck: Fair, 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1805738, Location: 1.07 MI. S. OF JCT. SR-82 (Lat: 41.301386, Lng: -81.644558), Route carried "on" structure: City street 1138, Year Built: 1968, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 21,363 (year 2002), Truck Traffic: 11%, Average Future Daily Traffic: 90,970 (year 2028), Design Load: H 15, Features Intersected: IR77, Facility Carried by Structure: BRECKSVILLE PKWY. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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 Find on map >>
Structure Number: 1805762, Location: .59 MI. S. OF JCT. SR-82 (Lat: 41.307608, Lng: -81.648486), Route carried "on" structure: County highway 81, Year Built: 1971, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 3,533 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 90,970 (year 2028), Design Load: H 20, Features Intersected: I-77, Facility Carried by Structure: OAKES RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.990, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft) 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: 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: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1807269, Location: .25 MI E SR21 (Lat: 41.320208, Lng: -81.622069), Route carried "on" structure: State highway 82, Year Built: 1932, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 13,300 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 18,460 (year 2027), Design Load: H 20, Features Intersected: CHIPPEWA CRK .40 MI E 21 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.150, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $50,000, Total Project Cost: $500,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1829955, Location: 2.1MI WEST OF EXIT 11 (Lat: 41.285000, Lng: -81.658333), Route carried "on" structure: City street 74, Year Built: 1954, Year Reconstructed: 1987, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 30,000 (year 1990), Truck Traffic: 20%, Average Future Daily Traffic: 34,922 (year 2027), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: RICHFIELD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 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: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.6m (34.8ft) 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: High priority of replacement, 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: 1829971, Location: 1.6MI WEST OF EXIT 11 (Lat: 41.280000, Lng: -81.650000), Route carried "on" structure: City street 212, Year Built: 1954, Year Reconstructed: 1987, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 30,000 (year 1990), Truck Traffic: 20%, Average Future Daily Traffic: 34,922 (year 2027), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: BARR RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: 1831054, Location: 2380' E. OF RIVERVIEW RD (Lat: 41.288333, Lng: -81.565000), Route carried "on" structure: County highway 225, Year Built: 1967, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 3,889 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 3,079 (year 2023), Design Load: HS 15, Features Intersected: CUY RVR/VAUGHN RD #110 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.0 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2005, Underwater Inspection Date: July 1993, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1831682, Location: WEST OF BRECKSVILLE RD (Lat: 41.321667, Lng: -81.641667), Route carried "on" structure: County highway 267, Year Built: 1936, Year Reconstructed: 1970, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 4,742 (year 1999), Truck Traffic: 16%, Average Future Daily Traffic: 3,542 (year 2023), Design Load: HS 15, Features Intersected: CHIPPEWA CK/OLD RLTN #10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), 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: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 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, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2006, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $118,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 183169, Location: WEST OF WARRENSVILLE RD (Lat: 41.323333, Lng: -81.635000), Route carried "on" structure: County highway 267, Year Built: 1936, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 4,742 (year 1999), Truck Traffic: 16%, Average Future Daily Traffic: 3,542 (year 2023), Design Load: HS 15, Features Intersected: CHIPPEWA CRK/OLD RLTN#10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.0 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2006, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $16,000, Total Project Cost: $182,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 1833898, Location: 3327' N OF PARKVIEW RD, Route carried "on" structure: County highway 96, Year Built: 1974, Year Reconstructed: 1996, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 2,033 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 2,822 (year 2029), Design Load: HS 20, Features Intersected: CHIPPEWA CRK/RVRVIEW #11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft) 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1805649, Location: 2.48 MI. S. OF JCT SR-82 (Lat: 41.282878, Lng: -81.636258), Route carried "under" structure: Interstate 77, Year Built: 1968, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 55,550 (year 2004), Truck Traffic: 10%, Features Intersected: SNOWVILLE RD, Facility Carried by Structure: SNOWVILLE RD. Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.061, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 1805673, Location: 2.0 MI. S. OF JCT. SR.82 (Lat: 41.289225, Lng: -81.636750), Route carried "under" structure: Interstate 77, Year Built: 1968, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 65,540 (year 2004), Truck Traffic: 9%, Features Intersected: CR-187 (MILLER RD), Facility Carried by Structure: MILLER RD. Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 0.132, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.7m (84.3ft) Find on map >>
Structure Number: 1805703, Location: 1.2 MI. S. OF JCT. SR-82 (Lat: 41.299739, Lng: -81.643381), Route carried "under" structure: Interstate 77, Year Built: 1968, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 65,540 (year 2004), Truck Traffic: 9%, Features Intersected: CR-74 (HIGHLAND DR), Facility Carried by Structure: HIGHLAND DR Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.261, 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: 1805738, Location: 1.07 MI. S. OF JCT. SR-82 (Lat: 41.301386, Lng: -81.644558), Route carried "under" structure: Interstate 77, Year Built: 1968, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 65,540 (year 2004), Truck Traffic: 9%, Features Intersected: VALLEY PARKWAY, Facility Carried by Structure: BRECKSVILLE PKWY. Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.282, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 1805762, Location: .59 MI. S. OF JCT. SR-82 (Lat: 41.307608, Lng: -81.648486), Route carried "under" structure: Interstate 77, Year Built: 1971, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 65,540 (year 2004), Truck Traffic: 9%, Features Intersected: CR-81 (OAKES RD), Facility Carried by Structure: OAKES RD. Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.359, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 1829955, Location: 2.1MI WEST OF EXIT 11 (Lat: 41.285000, Lng: -81.658333), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 25,160 (year 1972), Features Intersected: RICHFIELD RD MP1711, Facility Carried by Structure: RICHFIELD RD Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.288, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft) Find on map >>
Structure Number: 1829971, Location: 1.6MI WEST OF EXIT 11 (Lat: 41.280000, Lng: -81.650000), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 25,160 (year 1972), Features Intersected: BARR RD MP1716, Facility Carried by Structure: BARR RD Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.296, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Discuss this city on our hugely popular Ohio forum Back to: Brecksville, OH, Ohio, All US cities.
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