 |
 |
Bridge Statistics for Strongsville, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Strongsville, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 55 Total length: 354 meters (1,161ft) Total costs: $50,000 Total average daily traffic: 1,541,102 Total average daily truck traffic: 90,138 National Bridge Inventory (NBI) Registered Bridges for Strongsville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1802984, Location: APPROX 300FT E ALBION RD. (Lat: 41.334094, Lng: -81.835417), Route carried "on" structure: US 42, Year Built: 1988, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 23,450 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 32,549 (year 2027), Design Load: HS 20+Mod, Features Intersected: E BR ROCKY R 1.4 MI N 82 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.570, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 21.1m (69.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2007, Critical Feature Inspection Date: July 1994, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1803158, Location: APPROX 50FT S MAIN ST (Lat: 41.350511, Lng: -81.820961), Route carried "on" structure: US 42, Year Built: 1954, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 25,540 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 35,450 (year 2027), Design Load: H 20, Features Intersected: BALDWIN CRK .32 MI S. 71 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.770, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 3.5m (11.5ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007 Find on map >>
Structure Number: 1803549, Location: 2.57 MI. S. OF JCT. SR-82 (Lat: 41.275961, Lng: -81.806456), Route carried "on" structure: County highway 127, Year Built: 1966, Year Reconstructed: 1998, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 830 (year 1971), Average Future Daily Traffic: 14,165 (year 2026), Design Load: H 20, Features Intersected: I-71, Facility Carried by Structure: BOSTON RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.920, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), 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: 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1803573, Location: 1.57 MI. S. OF JCT. SR-82 (Lat: 41.290506, Lng: -81.808397), Route carried "on" structure: Interstate 71, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 30,125 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 41,814 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR 105 (DRAKE RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.610, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), 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: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Satisfactory, 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: 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: Febuary 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: 1803603, Location: 1.57 MI. S. OF JCT. SR-82 (Lat: 41.290506, Lng: -81.808397), Route carried "on" structure: Interstate 71, Year Built: 1965, Year Reconstructed: 2000, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 30,125 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 41,814 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR 105 (DRAKE RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.610, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), 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: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 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: 1803638, Location: JCT. SR-82 WITH I-71 (Lat: 41.313133, Lng: -81.812361), Route carried "on" structure: State highway 82, Year Built: 1965, Status: Open, Structure Length: 11.00m (36.09ft), Average Daily Traffic: 25,060 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 34,783 (year 2027), Design Load: HS 20+Mod, Features Intersected: CUY-71-0257 ROYALTON RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.590, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 24.8m (81.4ft) 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: 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: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1803662, Location: .75 MI. N. OF JCT. SR-82 (Lat: 41.323742, Lng: -81.814842), Route carried "on" structure: Interstate 71, Year Built: 1965, Year Reconstructed: 2000, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 45,270 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 62,835 (year 2027), Design Load: HS 20+Mod, Features Intersected: METRO PK DR ROCKY RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.350, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1803697, Location: .75 MI. N. OF JCT. SR-82 (Lat: 41.323742, Lng: -81.814842), Route carried "on" structure: Interstate 71, Year Built: 1965, Year Reconstructed: 2000, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 45,270 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 58,858 (year 2026), Design Load: HS 20+Mod, Features Intersected: METRO PK DR ROCKY RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.350, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1803727, Location: 1.27 MI. N. OF JCT. SR-84 (Lat: 41.331261, Lng: -81.816628), Route carried "on" structure: Interstate 71, Year Built: 1966, Year Reconstructed: 2000, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 45,270 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 62,835 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR 75 (ALBION RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.180, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), 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: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Good, 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: Meets minimum limits, 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: 1803751, Location: 1.27 MI. N. OF JCT. SR-82 (Lat: 41.331261, Lng: -81.816628), Route carried "on" structure: Interstate 71, Year Built: 1966, Year Reconstructed: 2000, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 45,270 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 57,470 (year 2026), Design Load: HS 20+Mod, Features Intersected: ALBION RD CH 75 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.180, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Good, 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: Meets minimum limits, 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: 1803808, Location: 1.38 M. NORTH OF SR-82 (Lat: 41.332878, Lng: -81.816769), Route carried "on" structure: Interstate 71, Year Built: 1966, Year Reconstructed: 1999, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 46,275 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 64,230 (year 2027), Design Load: HS 20+Mod, Features Intersected: OHIO TURNPIKE (IR-80) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.360, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 1803816, Location: 1.38 M. NORTH OF SR-82 (Lat: 41.332878, Lng: -81.816769), Route carried "on" structure: Interstate 71, Year Built: 1966, Year Reconstructed: 1999, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 46,275 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 64,230 (year 2027), Design Load: HS 20+Mod, Features Intersected: OHIO TURNPIKE (IR-80) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.360, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 1803875, Location: .72 MI. N. OF JCT. I-80 (Lat: 41.343233, Lng: -81.817467), Route carried "on" structure: County highway 201, Year Built: 1966, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 19,752 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 128,459 (year 2027), Design Load: HS 20, Features Intersected: I-71, Facility Carried by Structure: WHITNEY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.970, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 47.2m (154.9ft), 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-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft) 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1807455, Location: BETWEEN IR-71 & WEBSTER (Lat: 41.313194, Lng: -81.797794), Route carried "on" structure: State highway 82, Year Built: 2005, Status: Open, Structure Length: 5.01m (16.44ft), Average Daily Traffic: 22,567 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 31,323 (year 2027), Design Load: HS 20+Mod, Features Intersected: ROCKY RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.810, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.1m (75.8ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 32.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 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: 1828991, Location: 0.3MI EAST OF EXIT 10 (Lat: 41.333333, Lng: -81.820000), Route carried "on" structure: Ramp Interstate 80K, Year Built: 1967, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 2,640 (year 1979), Average Future Daily Traffic: 40,002 (year 2027), Design Load: HS 20+Mod, Features Intersected: TOLL PLAZA RMP OVER TRNP, Facility Carried by Structure: RAMP OVER TPK Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 13.800, Lanes on structure: 2, Lanes under structure: 4, 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: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.9m (55.4ft) 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: 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1829351, Location: 7.3MI EAST OF EXIT 9 (Lat: 41.346667, Lng: -81.856667), Route carried "on" structure: State highway 237, Year Built: 1954, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 14,018 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 40,002 (year 2027), Design Load: H 15, Features Intersected: I80 OHIO TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.800, Lanes on structure: 4, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 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: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.3m (66.6ft) Condition: Deck: Good, Superstructure: Very 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: 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: 1829408, Location: 8.2MI EAST OF EXIT 9 (Lat: 41.341667, Lng: -81.843333), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1991, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 13,000 (year 1990), Truck Traffic: 23%, Average Future Daily Traffic: 18,044 (year 2027), Design Load: HS 20, Features Intersected: EASTLAND RD MP1604, Facility Carried by Structure: I80 TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.390, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, 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: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft) 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: High priority of corrective action, 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: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1829416, Location: 8.2MI EAST OF EXIT 9 (Lat: 41.341667, Lng: -81.843333), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 1991, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 13,000 (year 1990), Truck Traffic: 23%, Average Future Daily Traffic: 18,044 (year 2027), Design Load: HS 20, Features Intersected: EASTLAND RD MP1604, Facility Carried by Structure: I80 TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.390, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, 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: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft) 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1829432, Location: 8.5MI EAST OF EXIT 152 (Lat: 41.341667, Lng: -81.836667), Route carried "on" structure: Interstate 80K, Year Built: 1953, Year Reconstructed: 2000, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 13,000 (year 1990), Truck Traffic: 23%, Average Future Daily Traffic: 18,044 (year 2027), Design Load: HS 20+Mod, Features Intersected: E BRANCH ROCKY RIV MP160, Facility Carried by Structure: I80 TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.900, Lanes on structure: 6, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 36.6m (120.1ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 37.4m (122.7ft), Out-to-Out Width: 38.3m (125.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2005, 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: 1829467, Location: 8.5MI EAST OF EXIT 152 (Lat: 41.341667, Lng: -81.836667), Route carried "on" structure: Interstate 80K, Year Built: 1954, Year Reconstructed: 2000, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 13,000 (year 1990), Truck Traffic: 23%, Average Future Daily Traffic: 18,044 (year 2025), Design Load: HS 20+Mod, Features Intersected: ROCKY RIV RESERV RDMP160, Facility Carried by Structure: I80 TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.990, 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: 18.6m (61.0ft), Curb-To-Curb Width: 37.4m (122.7ft), Out-to-Out Width: 38.3m (125.7ft) 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: 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: May 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: 1829491, Location: 8.8MI EAST OF EXIT 9 (Lat: 41.341667, Lng: -81.830000), Route carried "on" structure: City street BIGCK, Year Built: 1954, Year Reconstructed: 1990, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 26,000 (year 1990), Truck Traffic: 23%, Average Future Daily Traffic: 40,002 (year 2027), Design Load: H 10, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: BIG CREEK PRK WAY 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: 16.8m (55.1ft), Skew: 2 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: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 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: 1829513, Location: 0.4MI WEST OF EXIT 10 (Lat: 41.341667, Lng: -81.828333), Route carried "on" structure: US 42, Year Built: 1954, Year Reconstructed: 1983, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 25,540 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 40,002 (year 2027), Design Load: HS 20, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: PECAL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.520, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, 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: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 23.9m (78.4ft) Condition: Deck: Satisfactory, 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: 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1829521, Location: 0.43 MI. N. OF JCT. I-80 (Lat: 41.330000, Lng: -81.808333), Route carried "on" structure: Ramp Interstate 80K, Year Built: 1966, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 74,360 (year 1991), Truck Traffic: 6%, Average Future Daily Traffic: 103,212 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-71 (TPK RAMP OVER I-71, Facility Carried by Structure: TURNPIKE RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.790, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 16.2m (53.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Very 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1829548, Location: AT EXIT 10 (Lat: 41.338333, Lng: -81.823333), Route carried "on" structure: Ramp Interstate 80K, Year Built: 1954, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 12,400 (year 1980), Average Future Daily Traffic: 40,002 (year 2027), Design Load: HS 15, Features Intersected: 80K (TURNPIKE), Facility Carried by Structure: EXT10 RAMP OVERTPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.230, Lanes on structure: 2, Lanes under structure: 4, 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: 23.5m (77.1ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.3m (33.8ft) 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: 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: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1829599, Location: 0.4 MI EAST OF GATE 10 (Lat: 41.304167, Lng: -81.812500), Route carried "on" structure: County highway 750, Year Built: 1998, Status: Open, Structure Length: 9.27m (30.41ft), Average Future Daily Traffic: 43,065 (year 2029), Design Load: HS 20+Mod, Features Intersected: OHIO TURNPIKE, Facility Carried by Structure: ALBION ROAD 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: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), 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: Good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 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: 1829629, Location: 1.4MI EAST OF EXIT 10 (Lat: 41.328333, Lng: -81.801667), Route carried "on" structure: City street 192, Year Built: 1954, Year Reconstructed: 1984, Status: Open, Structure Length: 6.22m (20.41ft), 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: WEBSTER 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: 6.1m (20.0ft), 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: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: May 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: 1829645, Location: 2.3MI EAST OF EXIT 10 (Lat: 41.323333, Lng: -81.785000), Route carried "on" structure: City street 48, Year Built: 1954, Year Reconstructed: 1997, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 15,683 (year 1996), Truck Traffic: 2%, Average Future Daily Traffic: 34,922 (year 2028), Design Load: HS 20+Mod, Features Intersected: I80 OHIO TPK, Facility Carried by Structure: W130TH ST 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: 15.2m (49.9ft), Skew: 3 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: 24.4m (80.1ft), 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: 11.8m (38.7ft) Condition: Deck: Good, Superstructure: Very 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: 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: 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: 1831542, Location: 110 FT EAST OF HUNT ROAD (Lat: 41.290000, Lng: -81.805000), Route carried "on" structure: County highway 105, Year Built: 1940, Year Reconstructed: 1974, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 13,597 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 18,873 (year 2029), Design Load: HS 15, Features Intersected: CRK E BR ROCKY/DRAKE #49 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.6m (21.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.0 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $5,000, Total Project Cost: $50,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1832905, Location: 136 FT SOUTHEAST OF DRAKE (Lat: 41.290000, Lng: -81.805000), Route carried "on" structure: County highway 107, Year Built: 1940, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 7,374 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 10,235 (year 2029), Design Load: HS 15, Features Intersected: CRK E BR ROCKY/HUNT #49A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.0 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1833162, Location: 124' E. OF PEARL ROAD (Lat: 41.351667, Lng: -81.820000), Route carried "on" structure: County highway 67, Year Built: 1965, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 23,604 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 32,762 (year 2029), Design Load: HS 15, Features Intersected: BALDWIN CRK/SPRAGUE #37A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007 Find on map >>
Structure Number: 1803549, Location: 2.57 MI. S. OF JCT. SR-82 (Lat: 41.275961, Lng: -81.806456), Route carried "under" structure: Interstate 71, Year Built: 1966, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 60,250 (year 2004), Truck Traffic: 8%, Features Intersected: CR-127 (BOSTON RD), Facility Carried by Structure: BOSTON RD. Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 1803573, Location: 1.57 MI. S. OF JCT. SR-82 (Lat: 41.290506, Lng: -81.808397), Route carried "under" structure: County highway 105, Year Built: 1965, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 7,380 (year 1977), Features Intersected: I-71SB, Facility Carried by Structure: I-71 S.B. Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.031, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 1803603, Location: 1.57 MI. S. OF JCT. SR-82 (Lat: 41.290506, Lng: -81.808397), Route carried "under" structure: County highway 105, Year Built: 1965, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 1,580 (year 1969), Features Intersected: I-71 NB, Facility Carried by Structure: I-71 N.B. Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.031, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 1803638, Location: JCT. SR-82 WITH I-71 (Lat: 41.313133, Lng: -81.812361), Route carried "under" structure: Interstate 71, Year Built: 1965, Structure Length: 11.00m (36.09ft), Average Daily Traffic: 90,540 (year 2004), Truck Traffic: 6%, Features Intersected: SR-82 (0347) ROYALTON RD, Facility Carried by Structure: SR-82 ROYALTON RD Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.414, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft) Find on map >>
Structure Number: 1803662, Location: .75 MI. N. OF JCT. SR-82 (Lat: 41.323742, Lng: -81.814842), Route carried "under" structure: City street MTRPK, Year Built: 1965, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 100 (year 2007), Features Intersected: INTERSTATE 71, Facility Carried by Structure: I-71 S.B. Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft) Find on map >>
Structure Number: 1803697, Location: .75 MI. N. OF JCT. SR-82 (Lat: 41.323742, Lng: -81.814842), Route carried "under" structure: City street MTRPK, Year Built: 1965, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 100 (year 2007), Features Intersected: INTERSTATE 71, Facility Carried by Structure: I-71 N.B. Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft) Find on map >>
Structure Number: 1803727, Location: 1.27 MI. N. OF JCT. SR-84 (Lat: 41.331261, Lng: -81.816628), Route carried "under" structure: County highway 75, Year Built: 1966, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 97,700 (year 1976), Features Intersected: I-71 SB O/ALBION RD(CR75, Facility Carried by Structure: I-71 S.B. Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.002, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 1803751, Location: 1.27 MI. N. OF JCT. SR-82 (Lat: 41.331261, Lng: -81.816628), Route carried "under" structure: County highway 75, Year Built: 1966, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 1,000 (year 1973), Features Intersected: I-71(NB O/ALBION RD CR75, Facility Carried by Structure: I-71 N.B. Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.003, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft) Find on map >>
Structure Number: 1803808, Location: 1.38 M. NORTH OF SR-82 (Lat: 41.332878, Lng: -81.816769), Route carried "under" structure: Interstate 80K, Year Built: 1966, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 37,700 (year 1997), Truck Traffic: 6%, Features Intersected: I-71, Facility Carried by Structure: IR I71 Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.148, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft) Find on map >>
Structure Number: 1803816, Location: 1.38 M. NORTH OF SR-82 (Lat: 41.332878, Lng: -81.816769), Route carried "under" structure: Interstate 80K, Year Built: 1966, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 37,700 (year 1997), Truck Traffic: 6%, Features Intersected: I-71, Facility Carried by Structure: IRI71 OVER TPK Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.148, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft) Find on map >>
Structure Number: 1803875, Location: .72 MI. N. OF JCT. I-80 (Lat: 41.343233, Lng: -81.817467), Route carried "under" structure: Interstate 71, Year Built: 1966, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 92,550 (year 2004), Truck Traffic: 6%, Features Intersected: CR-201 (WHITNEY RD), Facility Carried by Structure: WHITNEY RD Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.752, 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: 1828991, Location: 0.3MI EAST OF EXIT 10 (Lat: 41.333333, Lng: -81.820000), Route carried "under" structure: Interstate 80K, Year Built: 1967, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 28,820 (year 1972), Features Intersected: RMP OVER TPKNEWEX10MP161, Facility Carried by Structure: RAMP OVER TPK Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 1.379, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 1829009, Location: 0.5MI EAST OF EXIT 10 (Lat: 41.333333, Lng: -81.820000), Route carried "under" structure: Ramp Interstate 80K, Year Built: 1969, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 18,090 (year 1972), Features Intersected: RMP UNDER TOLL PLZAMP162, Facility Carried by Structure: RAMP UNDER PLAZA Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 1.379, Lanes under structure: 2, Toll: On toll road, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 10.4m (34.1ft) Find on map >>
Structure Number: 1829351, Location: 7.3MI EAST OF EXIT 9 (Lat: 41.346667, Lng: -81.856667), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 28,820 (year 1972), Features Intersected: SR237 PROSPECT RD MP1595, Facility Carried by Structure: SR 237 Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 1.011, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft) Find on map >>
Structure Number: 1829386, Location: 8.1MI EAST OF EXIT 9 (Lat: 41.341667, Lng: -81.845000), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 28,820 (year 1972), Features Intersected: CSX TRAN RR MP1603, Facility Carried by Structure: B&O RR Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.113, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 22.6m (74.1ft) Find on map >>
Structure Number: 1829408, Location: 8.2MI EAST OF EXIT 9 (Lat: 41.341667, Lng: -81.843333), Route carried "under" structure: City street 186, Year Built: 1954, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 650 (year 1966), Features Intersected: I80 OHIO TPK, Facility Carried by Structure: I80 TPK Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft) Find on map >>
Structure Number: 1829416, Location: 8.2MI EAST OF EXIT 9 (Lat: 41.341667, Lng: -81.843333), Route carried "under" structure: City street 186, Year Built: 1954, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 650 (year 1966), Features Intersected: I80 OHIO TPK, Facility Carried by Structure: I80 TPK Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft) Find on map >>
Structure Number: 1829467, Location: 8.5MI EAST OF EXIT 152 (Lat: 41.341667, Lng: -81.836667), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 5.70m (18.70ft), Features Intersected: OHIO TURNPIKE MP 160.7, Facility Carried by Structure: I80 TPK Minimum Vertical Clearance: 6.78m (22.24ft), Kilometerpoint: 0.000, 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: 18.6m (61.0ft) Find on map >>
Structure Number: 1829491, Location: 8.8MI EAST OF EXIT 9 (Lat: 41.341667, Lng: -81.830000), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 28,820 (year 1972), Features Intersected: BIG CREEK PKWAY MP1610, Facility Carried by Structure: BIG CREEK PRK WAY Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 1.247, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 1829513, Location: 0.4MI WEST OF EXIT 10 (Lat: 41.341667, Lng: -81.828333), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 28,820 (year 1972), Features Intersected: US42 PEARL RD MP161, Facility Carried by Structure: PECAL RD Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 1.271, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft) Find on map >>
Structure Number: 1829521, Location: 0.43 MI. N. OF JCT. I-80 (Lat: 41.330000, Lng: -81.808333), Route carried "under" structure: Interstate 71, Year Built: 1966, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 92,550 (year 2004), Truck Traffic: 6%, Features Intersected: TPK RAMP (OVER I-71), Facility Carried by Structure: TURNPIKE RAMP Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 0.705, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft) Find on map >>
Structure Number: 1829548, Location: AT EXIT 10 (Lat: 41.338333, Lng: -81.823333), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 28,820 (year 1972), Features Intersected: RAMP OVER OHIO TPK MP161, Facility Carried by Structure: EXT10 RAMP OVERTPK Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 1.323, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft) Find on map >>
Structure Number: 1829599, Location: 0.4 MI EAST OF GATE 10 (Lat: 41.304167, Lng: -81.812500), Route carried "under" structure: Interstate 80K, Year Built: 1998, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 31,027 (year 1997), Truck Traffic: 25%, Features Intersected: ALBION ROAD MP 1622, Facility Carried by Structure: ALBION ROAD Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 1.444, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft) Find on map >>
Structure Number: 1829629, Location: 1.4MI EAST OF EXIT 10 (Lat: 41.328333, Lng: -81.801667), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 25,160 (year 1972), Features Intersected: WEBSTER RD MP1629, Facility Carried by Structure: WEBSTER RD Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 1.548, 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: 1829645, Location: 2.3MI EAST OF EXIT 10 (Lat: 41.323333, Lng: -81.785000), Route carried "under" structure: Interstate 80K, Year Built: 1954, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 25,160 (year 1972), Features Intersected: W 130TH ST MP1638, Facility Carried by Structure: W130TH ST Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 1.693, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Discuss this city on our hugely popular Ohio forum Back to: Strongsville, OH, Ohio, All US cities.
|
 |
