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Bridge Statistics for Boston Heights, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Boston Heights, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 116 meters (381ft) Total average daily traffic: 415,751 Total average daily truck traffic: 43,462 National Bridge Inventory (NBI) Registered Bridges for Boston Heights
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 7700237, Location: 5.96 MI S OF SR 82 (Lat: 41.232161, Lng: -81.490167), Route carried "on" structure: State highway 8, Year Built: 1986, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 49,280 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 68,401 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER SUM-SR 303-10.48 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.450, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.2m (108.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 32.5m (106.6ft), Out-to-Out Width: 33.5m (109.9ft) 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: 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7700253, Location: 5.80 MI S OF SR 82 (Lat: 41.234350, Lng: -81.491597), Route carried "on" structure: State highway 8, Year Built: 1987, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 49,280 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 68,401 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER NB ON RAMP FROM OLD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.720, Lanes on structure: 6, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 32.5m (106.6ft), Out-to-Out Width: 33.5m (109.9ft) 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7709994, Location: 0.22 MI W OF SR 8 (Lat: 41.232100, Lng: -81.494758), Route carried "on" structure: State highway 303, Year Built: 1965, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 8,360 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 11,604 (year 2027), Design Load: H 15, Features Intersected: OVER ABANDONED NYC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.520, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 7729693, Location: 0.8MI WEST OF EXIT 12 (Lat: 41.258333, Lng: -81.510000), Route carried "on" structure: County highway 16, Year Built: 1954, Year Reconstructed: 1990, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 28,000 (year 1990), Truck Traffic: 21%, Average Future Daily Traffic: 32,576 (year 2028), Design Load: H 15, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: OLDE EIGHT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.240, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 65.8m (215.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2007, Critical Feature Inspection Date: November 1994, 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: 7729707, Location: 0.3 MILE WEST EXIT 12 (Lat: 41.256303, Lng: -81.500550), Route carried "on" structure: Ramp Interstate 80K, Year Built: 1954, Year Reconstructed: 1985, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 3,090 (year 1979), Average Future Daily Traffic: 68,401 (year 2027), Design Load: HS 20, Features Intersected: TPK RAMP OVER SR 8, Facility Carried by Structure: TPK RAMP OVER SR8 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.690, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Owner: State Toll Authority, 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: 20.1m (65.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum 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: 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: 7729715, Location: 0.3MI WEST OF EXIT 12 (Lat: 41.258333, Lng: -81.500000), Route carried "on" structure: State highway 8, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 18,785 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 19,432 (year 2027), Design Load: HS 20+Mod, Features Intersected: I80 OHIO TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.520, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, 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: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.4m (47.2ft) 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: 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: 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: 7729731, Location: 0.3MI WEST OF EXIT 12 (Lat: 41.258333, Lng: -81.500000), Route carried "on" structure: State highway 8, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 18,785 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 19,432 (year 2027), Design Load: HS 20+Mod, Features Intersected: I80 OHIO TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.550, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, 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: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.4m (47.2ft) 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: 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: 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: 7729766, Location: AT EXIT 12 (Lat: 41.258333, Lng: -81.495000), Route carried "on" structure: Ramp Interstate 80K, Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 2,880 (year 1980), Average Future Daily Traffic: 32,576 (year 2027), Design Load: HS 15, Features Intersected: 80K, Facility Carried by Structure: EXIT 12 RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.230, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.2m (49.9ft), 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: 27.1m (88.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, Superstructure: Satisfactory, 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: 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: 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: 7768141, Location: 0.1 MI. S. JCT. SR303 (Lat: 41.290000, Lng: -81.510000), Route carried "on" structure: County highway 16, Year Built: 1954, Status: Open, Structure Length: 8.57m (28.12ft), Average Daily Traffic: 20,130 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 27,940 (year 2024), Design Load: H 15, Features Intersected: METRO PARK BIKE PATH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 79.3m (260.2ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Poor, Operating Rating: 16.2 metric tons, Inventory Rating: 13.5 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 7700172, Location: 0.26 MI S OF SR 303 (Lat: 41.228378, Lng: -81.489244), Route carried "under" structure: State highway 8, Year Built: 1987, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 49,640 (year 2004), Truck Traffic: 10%, Features Intersected: UNDER BIKE PATH & OE RW, Facility Carried by Structure: BIKE PATH Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 2.006, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft) Find on map >>
Structure Number: 7700237, Location: 5.96 MI S OF SR 82 (Lat: 41.232161, Lng: -81.490167), Route carried "under" structure: State highway 303, Year Built: 1986, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 10,039 (year 2004), Truck Traffic: 4%, Features Intersected: UNDER SR 8, Facility Carried by Structure: SR 8 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 1.687, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft) Find on map >>
Structure Number: 7700253, Location: 5.80 MI S OF SR 82 (Lat: 41.234350, Lng: -81.491597), Route carried "under" structure: Ramp State highway 8, Year Built: 1987, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 4,920 (year 1985), Features Intersected: SR 8 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 2.067, Lanes on structure: 6, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 7729677, Location: 1.1 MI. W. OF EXIT 12 (Lat: 41.258333, Lng: -81.520000), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 28,342 (year 1991), Truck Traffic: 24%, Features Intersected: BIKE PATH MP1792, Facility Carried by Structure: BIKE PATH Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 1.113, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 7729693, Location: 0.8MI WEST OF EXIT 12 (Lat: 41.258333, Lng: -81.510000), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 23,470 (year 1972), Features Intersected: AKRON-CLEVELAND RD MP179, Facility Carried by Structure: OLDE EIGHT ROAD Minimum Vertical Clearance: 15.24m (50.00ft), Kilometerpoint: 1.198, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Arch - Deck, Length of Maximum Span: 65.8m (215.9ft) Find on map >>
Structure Number: 7729707, Location: 0.3 MILE WEST EXIT 12 (Lat: 41.256303, Lng: -81.500550), Route carried "under" structure: State highway 8, Year Built: 1954, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 49,280 (year 2004), Truck Traffic: 10%, Features Intersected: TPK RAMP OVER SR 8 MP 1 Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 2.328, 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: 20.1m (65.9ft) Find on map >>
Structure Number: 7729715, Location: 0.3MI WEST OF EXIT 12 (Lat: 41.258333, Lng: -81.500000), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 14,000 (year 1990), Truck Traffic: 21%, Features Intersected: NEW SR8 SB MP1800, Facility Carried by Structure: NEW SR8 OVER I80 Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 1.272, Lanes on structure: 2, 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: 7729731, Location: 0.3MI WEST OF EXIT 12 (Lat: 41.258333, Lng: -81.500000), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 14,000 (year 1990), Truck Traffic: 21%, Features Intersected: NEW SR8 NB MP1800, Facility Carried by Structure: SR NEW8 OVER I80 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 1.272, Lanes on structure: 2, 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: 7729766, Location: AT EXIT 12 (Lat: 41.258333, Lng: -81.495000), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 23,470 (year 1972), Features Intersected: RAMP OVER OHIO TPK MP180, Facility Carried by Structure: EXIT 12 RAMP Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1.323, 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: 27.1m (88.9ft) Discuss this city on our hugely popular Ohio forum Back to: Boston Heights, OH, Ohio, All US cities.
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