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Bridge Statistics for Garfield Heights, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Garfield Heights, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 21 Total length: 175 meters (574ft) Total costs: $650,000 Total average daily traffic: 1,134,812 Total average daily truck traffic: 86,764 National Bridge Inventory (NBI) Registered Bridges for Garfield Heights
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 180174, Location: APPROX 7500FT S E93RD ST. (Lat: 41.438181, Lng: -81.613319), Route carried "on" structure: State highway 14, Year Built: 1928, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 15,950 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 22,139 (year 2027), Design Load: H 15, Features Intersected: MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.980, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $36,000, Total Project Cost: $360,000 ( Estimate for 2000), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1801775, Location: APPROX 1.1 MI S MILES RD. (Lat: 41.433692, Lng: -81.606047), Route carried "on" structure: State highway 14, Year Built: 1928, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 15,950 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 22,139 (year 2027), Design Load: H 15, Features Intersected: MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.790, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $261,000, Roadway Improvement Cost: $29,000, Total Project Cost: $290,000 ( Estimate for 2000), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1801805, Location: APPROX 2MI W CNTY144 (Lat: 41.432006, Lng: -81.602358), Route carried "on" structure: State highway 14, Year Built: 1929, Status: Open, Structure Length: 41.42m (135.89ft), Average Daily Traffic: 15,950 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 22,139 (year 2027), Design Load: H 15, Features Intersected: NSC,W&LE RR @ HENRY ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.160, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 47, 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: 15.9m (52.2ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Meets minimum limits, 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: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy Find on map >>
Structure Number: 1812122, Location: .09 MI. E. OF JCT. SR-14 (Lat: 41.424192, Lng: -81.580117), Route carried "on" structure: Ramp Interstate 480, Year Built: 1976, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 5,950 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 8,259 (year 2027), Design Load: HS 20+Mod, Features Intersected: 14-480W RMP OVER MCCRAKE, Facility Carried by Structure: RAMP W. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.820, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Good, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up Find on map >>
Structure Number: 181213, Location: .11 MI. E. OF JCT. SR-14 (Lat: 41.424281, Lng: -81.579722), Route carried "on" structure: Ramp Interstate 480, Year Built: 1976, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 158,025 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 219,339 (year 2027), Design Load: HS 20+Mod, Features Intersected: 480&14RMP OVER MCCRAKEN, Facility Carried by Structure: BEDFORD FREEWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.860, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 22.7m (74.5ft), Out-to-Out Width: 23.9m (78.4ft) 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: 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: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up Find on map >>
Structure Number: 1812149, Location: .16 MI. E. OF JCT. SR-14 (Lat: 41.424469, Lng: -81.578756), Route carried "on" structure: Ramp Interstate 480, Year Built: 1976, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 7,490 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 10,396 (year 2027), Design Load: HS 20+Mod, Features Intersected: 480W-14 RMP OVER MCCRAKE, Facility Carried by Structure: RAMP E-N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.940, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up Find on map >>
Structure Number: 1812556, Location: 2.0 MI. W. OF JCT. SR-14 (Lat: 41.411614, Lng: -81.615772), Route carried "on" structure: City street E98ST, Year Built: 1977, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 27,882 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 227,200 (year 2027), Design Load: HS 20+Mod, Features Intersected: IR480, Facility Carried by Structure: E. 98TH ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.300, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.0m (95.1ft), 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: 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: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Epoxy Find on map >>
Structure Number: 1812564, Location: 1.35 MI. W. OF JCT. SR-14 (Lat: 41.413694, Lng: -81.603739), Route carried "on" structure: County highway 72, Year Built: 1977, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 34,589 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 227,200 (year 2027), Design Load: HS 20+Mod, Features Intersected: IR480, Facility Carried by Structure: TURNEY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.300, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.2m (66.3ft) 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1812572, Location: .79 MI. W. OF JCT. SR-14 (Lat: 41.417108, Lng: -81.594214), Route carried "on" structure: Interstate 480, Year Built: 1977, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 81,844 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 113,599 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR-17 (1697) GRANGER RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.410, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 29.3m (96.1ft) 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: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up Find on map >>
Structure Number: 181258, Location: .79 MI. W. OF JCT. SR-14 (Lat: 41.417108, Lng: -81.594214), Route carried "on" structure: Interstate 480, Year Built: 1977, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 81,844 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 113,599 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR-17 (1704) GRANGER RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.410, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 21.7m (71.2ft), Out-to-Out Width: 22.7m (74.5ft) Condition: Deck: Good, 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up Find on map >>
Structure Number: 181339, Location: JCT. SR-14 AND I-480 (Lat: 41.424414, Lng: -81.579131), Route carried "on" structure: Ramp Interstate 480, Year Built: 1976, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 158,025 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 42,317 (year 2024), Design Load: HS 20+Mod, Features Intersected: IR-480, Facility Carried by Structure: SR-14 AND RAMPS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.900, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 22.7m (74.5ft), Out-to-Out Width: 23.9m (78.4ft) 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: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up Find on map >>
Structure Number: 1831925, Location: 636 FT W OF BROADWAY RD (Lat: 41.425000, Lng: -81.683333), Route carried "on" structure: County highway 55, Year Built: 1995, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 8,232 (year 2000), Truck Traffic: 17%, Average Future Daily Traffic: 5,682 (year 2023), Design Load: HS 20, Features Intersected: MILL CRK/MCCRACKEN #126 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: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), 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: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1834282, Location: AT BROADWAY ROAD (Lat: 41.430000, Lng: -81.600000), Route carried "on" structure: County highway 240, Year Built: 1929, Year Reconstructed: 1988, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 5,904 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 5,853 (year 2023), Design Load: HS 20+Mod, Features Intersected: MILL CRK/HENRY ST #89 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), 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: 17.7m (58.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2006, 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: 1812122, Location: .09 MI. E. OF JCT. SR-14 (Lat: 41.424192, Lng: -81.580117), Route carried "under" structure: County highway 55, Year Built: 1976, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 100 (year 1975), Features Intersected: I-480 RAMP (LANE B-OBS), Facility Carried by Structure: RAMP W. Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.246, Lanes on structure: 1, 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: 181213, Location: .11 MI. E. OF JCT. SR-14 (Lat: 41.424281, Lng: -81.579722), Route carried "under" structure: County highway 55, Year Built: 1976, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 100 (year 1975), Features Intersected: I-480 RAMP, Facility Carried by Structure: BEDFORD FREEWAY Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.246, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 1812149, Location: .16 MI. E. OF JCT. SR-14 (Lat: 41.424469, Lng: -81.578756), Route carried "under" structure: County highway 55, Year Built: 1976, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 100 (year 1975), Features Intersected: I-480 RAMP (LANE OBS-EB), Facility Carried by Structure: RAMP E-N Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.246, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft) Find on map >>
Structure Number: 1812556, Location: 2.0 MI. W. OF JCT. SR-14 (Lat: 41.411614, Lng: -81.615772), Route carried "under" structure: Interstate 480, Year Built: 1977, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 163,689 (year 2004), Truck Traffic: 8%, Features Intersected: E 98TH ST, Facility Carried by Structure: E. 98TH ST. Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 3.148, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft) Find on map >>
Structure Number: 1812564, Location: 1.35 MI. W. OF JCT. SR-14 (Lat: 41.413694, Lng: -81.603739), Route carried "under" structure: Interstate 480, Year Built: 1977, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 163,689 (year 2004), Truck Traffic: 8%, Features Intersected: CR-72 (TURNEY RD), Facility Carried by Structure: TURNEY RD Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 3.251, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft) Find on map >>
Structure Number: 1812572, Location: .79 MI. W. OF JCT. SR-14 (Lat: 41.417108, Lng: -81.594214), Route carried "under" structure: State highway 17, Year Built: 1977, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 15,737 (year 2004), Truck Traffic: 3%, Features Intersected: I-480 (CUY-480-2075L), Facility Carried by Structure: I-480 W.B. Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 2.732, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 181258, Location: .79 MI. W. OF JCT. SR-14 (Lat: 41.417108, Lng: -81.594214), Route carried "under" structure: State highway 17, Year Built: 1977, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 15,737 (year 2004), Truck Traffic: 3%, Features Intersected: I-480 (CUY-480-2075R), Facility Carried by Structure: I-480 E.B. Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 2.743, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft) Find on map >>
Structure Number: 181339, Location: JCT. SR-14 AND I-480 (Lat: 41.424414, Lng: -81.579131), Route carried "under" structure: Interstate 480, Year Built: 1976, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 158,025 (year 2004), Truck Traffic: 8%, Features Intersected: BROADWAY AVE (SR14) RAMP, Facility Carried by Structure: SR-14 AND RAMPS Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.349, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Discuss this city on our hugely popular Ohio forum Back to: Garfield Heights, OH, Ohio, All US cities.
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