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Bridge Statistics for Streetsboro, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Streetsboro, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 126 meters (413ft) Total average daily traffic: 346,892 Total average daily truck traffic: 54,286 National Bridge Inventory (NBI) Registered Bridges for Streetsboro
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 6700489, Location: 0.4MI WEST OF EXIT 13 (Lat: 41.253333, Lng: -81.368333), Route carried "on" structure: Interstate 480, Year Built: 1954, Status: Open, Structure Length: 4.76m (15.62ft), Average Daily Traffic: 8,640 (year 2004), Truck Traffic: 19%, Average Future Daily Traffic: 9,418 (year 2027), Design Load: HS 15, Features Intersected: RAMP OVER SR14, Facility Carried by Structure: RAMP OVER SR 14 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.720, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, 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: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 6700586, Location: 2.83 MI E OF SR 303 (Lat: 41.209750, Lng: -81.304125), Route carried "on" structure: State highway 14, Year Built: 1985, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 19,750 (year 2004), Truck Traffic: 13%, Average Future Daily Traffic: 26,386 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER CUYAHOGA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.050, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6704352, Location: 3.02 MI W OF SR 44 (Lat: 41.239764, Lng: -81.378775), Route carried "on" structure: State highway 303, Year Built: 1959, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 8,420 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 10,327 (year 2027), Design Load: H 15, Features Intersected: BR CUYAHOGA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.130, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft) Condition: Channel: Poor, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007 Find on map >>
Structure Number: 6704778, Location: 1.20 MI W OF IR 80 (Lat: 41.265286, Lng: -81.390069), Route carried "on" structure: Interstate 480, Year Built: 1964, Year Reconstructed: 1999, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 21,090 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 29,273 (year 2029), Design Load: HS 20+Mod, Features Intersected: OVER N&W RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.190, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Satisfactory, Superstructure: Very 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: Equal to present desirable 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: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6704808, Location: 1.20 MI W OF IR 80 (Lat: 41.264875, Lng: -81.390114), Route carried "on" structure: Interstate 480, Year Built: 1964, Year Reconstructed: 1999, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 21,090 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 24,665 (year 2026), Design Load: HS 20+Mod, Features Intersected: OVER N&W RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.190, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Satisfactory, Superstructure: Very 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: Equal to present desirable 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: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6704832, Location: 0.52 MI W OF IR 80 (Lat: 41.261800, Lng: -81.377483), Route carried "on" structure: County highway 197, Year Built: 1964, Year Reconstructed: 2005, Status: Open, Structure Length: 12.68m (41.60ft), Average Daily Traffic: 600 (year 1971), Average Future Daily Traffic: 60,142 (year 2027), Design Load: HS 20, Features Intersected: IR 480, Facility Carried by Structure: FROST ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.260, 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: 4, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Somewhat better than minimum adequacy, 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, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 6729258, Location: 1.2MI WEST OF EXIT 187 (Lat: 41.255000, Lng: -81.386667), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1997, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 11,394 (year 1991), Truck Traffic: 28%, Average Future Daily Traffic: 15,815 (year 2027), Design Load: HS 20+Mod, Features Intersected: NORFOLK&WESTERN RR MP186, Facility Carried by Structure: I80 TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.430, Lanes on structure: 6, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 36.6m (120.1ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 37.4m (122.7ft), Out-to-Out Width: 38.3m (125.7ft) 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: Superior to present desirable 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: 672929, Location: 0.4MI WEST OF EXIT 13 (Lat: 41.255000, Lng: -81.371667), Route carried "on" structure: Interstate 480, Year Built: 1997, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 8,640 (year 2004), Truck Traffic: 19%, Average Future Daily Traffic: 36,607 (year 2024), Design Load: HS 20+Mod, Features Intersected: OHIO TURNPIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.090, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum 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: 6729312, Location: 0.4MI WEST OF EXIT 13 (Lat: 41.256667, Lng: -81.371667), Route carried "on" structure: Interstate 480, Year Built: 1997, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 8,640 (year 2004), Truck Traffic: 19%, Average Future Daily Traffic: 36,607 (year 2024), Design Load: HS 20+Mod, Features Intersected: OHIO TURNPIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.090, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum 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: 672932, Location: AT EXIT 13 (Lat: 41.256667, Lng: -81.363333), Route carried "on" structure: Interstate 480, Year Built: 1954, Year Reconstructed: 1992, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 8,640 (year 2004), Truck Traffic: 19%, Average Future Daily Traffic: 24,609 (year 2027), Design Load: HS 20+Mod, Features Intersected: OHIO TURNPIKE (IR80T), Facility Carried by Structure: RAMP OVER TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.200, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), 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: 26.8m (87.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, 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: Meets minimum limits, 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: November 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: 6729398, Location: 1MI EAST OF EXIT 187 (Lat: 41.253333, Lng: -81.345556), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1997, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 15,000 (year 1990), Truck Traffic: 25%, Average Future Daily Traffic: 19,432 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR43 MP188, Facility Carried by Structure: I80 OVER SR43 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.910, Lanes on structure: 6, Lanes under structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 36.6m (120.1ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 37.3m (122.4ft), Out-to-Out Width: 38.3m (125.7ft) 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 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: 6729436, Location: 2MI EAST OF EXIT 13 (Lat: 41.251667, Lng: -81.326667), Route carried "on" structure: County highway 551, Year Built: 1954, Year Reconstructed: 1991, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 29,000 (year 1990), Truck Traffic: 26%, Average Future Daily Traffic: 26,872 (year 2027), Design Load: HS 20+Mod, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: PAGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.350, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft) 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 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: 6732879, Location: 0.5MI S OF FROST RDCH207 (Lat: 41.253656, Lng: -81.299419), Route carried "on" structure: City street M207A, Year Built: 1940, Year Reconstructed: 1998, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,000 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 1,388 (year 2027), Design Load: HS 15, Features Intersected: CUYAHOGA TRIBUTARY, Facility Carried by Structure: ELLIMAN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6700489, Location: 0.4MI WEST OF EXIT 13 (Lat: 41.253333, Lng: -81.368333), Route carried "under" structure: State highway 14, Year Built: 1954, Structure Length: 4.76m (15.62ft), Average Daily Traffic: 34,580 (year 2004), Truck Traffic: 11%, Features Intersected: I-480EB TO TURNPIKE Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.258, 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: 15.5m (50.9ft) Find on map >>
Structure Number: 6704832, Location: 0.52 MI W OF IR 80 (Lat: 41.261800, Lng: -81.377483), Route carried "under" structure: Interstate 480, Year Built: 1964, Structure Length: 12.68m (41.60ft), Average Daily Traffic: 43,330 (year 2004), Truck Traffic: 12%, Features Intersected: UNDER FROST RD CR-197, Facility Carried by Structure: FROST ROAD Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.126, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 672929, Location: 0.4MI WEST OF EXIT 13 (Lat: 41.255000, Lng: -81.371667), Route carried "under" structure: Interstate 80K, Year Built: 1997, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 26,374 (year 1996), Truck Traffic: 28%, Features Intersected: I-480 NBR MP1868, Facility Carried by Structure: I-480 NORTHBOUND Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 0.171, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: 6729312, Location: 0.4MI WEST OF EXIT 13 (Lat: 41.256667, Lng: -81.371667), Route carried "under" structure: Interstate 80K, Year Built: 1997, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 26,374 (year 1996), Truck Traffic: 28%, Features Intersected: I-480 SBR MP 1868, Facility Carried by Structure: I-480 SOUTHBOUND Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.171, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: 672932, Location: AT EXIT 13 (Lat: 41.256667, Lng: -81.363333), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 17,730 (year 1972), Features Intersected: RAMP OVER TPK MP1872, Facility Carried by Structure: RAMP OVER TPK Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.232, 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: 26.8m (87.9ft) Find on map >>
Structure Number: 6729398, Location: 1MI EAST OF EXIT 187 (Lat: 41.253333, Lng: -81.345556), Route carried "under" structure: State highway 43, Year Built: 1954, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 17,240 (year 2004), Truck Traffic: 7%, Features Intersected: I80 OHIO TPK Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 3.059, Lanes on structure: 6, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 6729436, Location: 2MI EAST OF EXIT 13 (Lat: 41.251667, Lng: -81.326667), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 19,360 (year 1972), Features Intersected: PAGE RD MP189, Facility Carried by Structure: PAGE RD Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.555, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Discuss this city on our hugely popular Ohio forum Back to: Streetsboro, OH, Ohio, All US cities.
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