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Bridge Statistics for Independence, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Independence, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 56 Total length: 876 meters (2,874ft) Total costs: $13,733,000 Total average daily traffic: 1,868,361 Total average daily truck traffic: 151,752 National Bridge Inventory (NBI) Registered Bridges for Independence
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 1802461, Location: APPROX 1000FT W I-77 (Lat: 41.414000, Lng: -81.642467), Route carried "on" structure: State highway 17, Year Built: 1956, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 11,170 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 15,504 (year 2027), Design Load: H 20, Features Intersected: WEST CRK .21 MI W. OF 77 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.770, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.8m (61.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to 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, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1802496, Location: 0.1 MI. E. OF JCT I-77 (Lat: 41.413333, Lng: -81.641667), Route carried "on" structure: State highway 17, Year Built: 1939, Year Reconstructed: 1992, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 11,170 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 14,463 (year 2028), Design Load: HS 20+Mod, Features Intersected: CSX RR .1 MI. E. OF I-77 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.230, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1802917, Location: APPROX 500FT S GRANGER (Lat: 41.412686, Lng: -81.640644), Route carried "on" structure: State highway 21, Year Built: 1939, Year Reconstructed: 1996, Status: Open, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 14,520 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 20,154 (year 2029), Design Load: HS 20+Mod, Features Intersected: CSX RR SOUTH OF SR 17, Facility Carried by Structure: CHESSIE RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.280, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, 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: 1802941, Location: APPROX 1500 FT N GRANGER (Lat: 41.417228, Lng: -81.641350), Route carried "on" structure: State highway 21, Year Built: 1939, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 16,430 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 22,805 (year 2027), Design Load: HS 20+Mod, Features Intersected: CSX RR,CANAL & CANAL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.810, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.8m (48.6ft) 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: High priority of replacement, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.29m (60.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $3,600,000, Roadway Improvement Cost: $400,000, Total Project Cost: $4,000,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1806068, Location: 2.88 MI. N. OF JCT. SR-82 (Lat: 41.358333, Lng: -81.650000), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 43,105 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 59,830 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR-157 (BROOKSIDE RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.180, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), 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: 19.2m (63.0ft), Out-to-Out Width: 20.5m (67.3ft) 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Bridge Improvement Cost: $425,000, Roadway Improvement Cost: $47,000, Total Project Cost: $472,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1806092, Location: 2.88 MI. N. OF JCT. SR-82 (Lat: 41.358094, Lng: -81.649533), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 43,105 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 59,830 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR-157 (BROOKSIDE RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.180, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 11.6m (38.1ft), Out-to-Out Width: 13.2m (43.3ft) 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Bridge Improvement Cost: $265,000, Roadway Improvement Cost: $29,000, Total Project Cost: $294,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 1806122, Location: 3.14 MI. N. OF JCT. SR-82 (Lat: 41.361844, Lng: -81.650197), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 49,510 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 68,720 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR-39 (PLEASANT VALLEY) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.600, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, 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, Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $410,000, Roadway Improvement Cost: $46,000, Total Project Cost: $456,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1806157, Location: 3.14 MI. N. OF JCT. SR-82 (Lat: 41.361844, Lng: -81.650197), Route carried "on" structure: Interstate 77, Year Built: 1969, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 49,510 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 68,720 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR-39 (PLEASANT VALLEY) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.600, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.4m (50.5ft) 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $43,000, Total Project Cost: $428,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1806173, Location: .41 MI. N. OF JCT. I-480 (Lat: 41.411558, Lng: -81.644303), Route carried "on" structure: Interstate 77, Year Built: 1976, Status: Open, Structure Length: 92.11m (302.20ft), Average Daily Traffic: 115,500 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 160,314 (year 2027), Design Load: HS 20+Mod, Features Intersected: CUY RVR&SR17&CANAL RD&CS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.300, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.8m (114.2ft), Skew: 19 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 28, Length of Maximum Span: 60.7m (199.1ft), Curb-To-Curb Width: 34.8m (114.2ft), Out-to-Out Width: 35.0m (114.8ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up Find on map >>
Structure Number: 1806181, Location: 2.64 MI. S. OF JCT. I-480 (Lat: 41.370000, Lng: -81.651667), Route carried "on" structure: Interstate 77, Year Built: 1971, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 49,510 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 68,720 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR-145 (HILLSIDE RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.380, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.9m (55.4ft) 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Bridge Improvement Cost: $424,000, Roadway Improvement Cost: $47,000, Total Project Cost: $471,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1806211, Location: 2.64 MI. S. OF JCT. I-480 (Lat: 41.368986, Lng: -81.651500), Route carried "on" structure: Interstate 77, Year Built: 1971, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 49,510 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 68,720 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR-145 (HILLSIDE RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.380, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.9m (55.4ft) 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Bridge Improvement Cost: $424,000, Roadway Improvement Cost: $47,000, Total Project Cost: $471,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1806246, Location: 1.53 MI. S. OF JCT. I-480 (Lat: 41.384817, Lng: -81.652881), Route carried "on" structure: County highway 113, Year Built: 1971, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 14,762 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 137,440 (year 2028), Design Load: H 20, Features Intersected: I-77, Facility Carried by Structure: CHESTNUT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.990, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: 8.5m (27.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1806254, Location: .70 MI. S. OF JCT. I-480 (Lat: 41.396719, Lng: -81.652844), Route carried "on" structure: Interstate 77, Year Built: 1971, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 19,055 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 26,448 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR-53 (ROCKSIDE RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.480, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), 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: 21.6m (70.9ft), Out-to-Out Width: 22.9m (75.1ft) 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Bridge Improvement Cost: $655,000, Roadway Improvement Cost: $73,000, Total Project Cost: $728,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1806262, Location: .70 MI. S. OF JCT. I-480 (Lat: 41.398333, Lng: -81.653333), Route carried "on" structure: Interstate 77, Year Built: 1971, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 19,055 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 26,448 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR-53 (ROCKSIDE RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.480, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), 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: 15.5m (50.9ft), Out-to-Out Width: 16.9m (55.4ft) 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Bridge Improvement Cost: $478,000, Roadway Improvement Cost: $53,000, Total Project Cost: $531,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1806289, Location: .70 MI. S. OF JCT. I-480 (Lat: 41.396719, Lng: -81.652844), Route carried "on" structure: Ramp Interstate 77, Year Built: 1971, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 7,370 (year 2000), Truck Traffic: 22%, Average Future Daily Traffic: 10,230 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR-53 (ROCKSIDE RD), Facility Carried by Structure: ENTRANCE RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.480, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft) 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Bridge Improvement Cost: $257,000, Roadway Improvement Cost: $29,000, Total Project Cost: $286,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1806297, Location: .28 MI. N. OF JCT. I-480 (Lat: 41.402653, Lng: -81.649617), Route carried "on" structure: Ramp Interstate 77, Year Built: 1971, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 1,000 (year 2002), Average Future Daily Traffic: 1,388 (year 2027), Design Load: HS 20+Mod, Features Intersected: RMP(RKSIDE RD WB OV 77NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.180, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1806319, Location: .19 MI. N. OF JCT. I-480 (Lat: 41.403831, Lng: -81.648883), Route carried "on" structure: Ramp Interstate 77, Year Built: 1971, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 1,000 (year 2002), Average Future Daily Traffic: 1,388 (year 2027), Design Load: HS 20+Mod, Features Intersected: RMP(RKSDE SB OV SB I77) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.330, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft) 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: Equal 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: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1806327, Location: JCT. I-480 (Lat: 41.406275, Lng: -81.647400), Route carried "on" structure: Interstate 77, Year Built: 1974, Status: Open, Structure Length: 27.04m (88.71ft), Average Daily Traffic: 106,900 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 148,377 (year 2027), Design Load: HS 20+Mod, Features Intersected: IR-480 RAMPS WN & ES Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.630, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 63.4m (208.0ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 26.9m (88.3ft) Condition: Deck: Very 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, Length Of Structure Improvement: 27.04m (88.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $4,860,000, Roadway Improvement Cost: $540,000, Total Project Cost: $5,400,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1806343, Location: 2.04 MI. E. OF JCT. SR-17 (Lat: 41.442608, Lng: -81.646950), Route carried "on" structure: Ramp Interstate 480, Year Built: 1973, Status: Open, Structure Length: 15.36m (50.39ft), Average Daily Traffic: 13,400 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 18,599 (year 2027), Design Load: HS 20+Mod, Features Intersected: UP IR-77, DN IR-480-L/R, Facility Carried by Structure: RAMP ES Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 28.820, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1806351, Location: 2.01 MI. E. OF JCT. SR-17 (Lat: 41.407233, Lng: -81.647525), Route carried "on" structure: Ramp Interstate 480, Year Built: 1974, Status: Open, Structure Length: 14.42m (47.31ft), Average Daily Traffic: 4,800 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 6,662 (year 2027), Design Load: HS 20+Mod, Features Intersected: UP IR-77, DN IR-480-L/R, Facility Carried by Structure: RAMP WN Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 28.770, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.2m (30.2ft) 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: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1812521, Location: .17 MI. E. OF JCT. SR-21 (Lat: 41.407928, Lng: -81.636953), Route carried "on" structure: Interstate 480, Year Built: 1975, Status: Open, Structure Length: 126.64m (415.49ft), Average Daily Traffic: 86,795 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 120,471 (year 2027), Design Load: HS 20+Mod, Features Intersected: CUYAHOGA RIVER-OHIO CANA Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 29.660, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 15, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than 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: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1812548, Location: .17 MI. E. OF JCT. SR-21 (Lat: 41.407928, Lng: -81.636953), Route carried "on" structure: Interstate 480, Year Built: 1975, Status: Open, Structure Length: 126.64m (415.49ft), Average Daily Traffic: 86,795 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 120,471 (year 2027), Design Load: HS 20+Mod, Features Intersected: CUYAHOGA RIVER-OHIO CANA Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 29.660, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 15, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1813102, Location: 2.02 MI. E. OF JCT. SR-17 (Lat: 41.407300, Lng: -81.647333), Route carried "on" structure: Interstate 480, Year Built: 1973, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 80,325 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 111,491 (year 2027), Design Load: HS 20+Mod, Features Intersected: UP480-ES&WN,DN77-SW&NE Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 28.790, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.4m (60.4ft) 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: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 181311, Location: 2.02 MI. E. OF JCT. SR-17 (Lat: 41.407300, Lng: -81.647333), Route carried "on" structure: Interstate 480, Year Built: 1973, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 80,325 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 111,491 (year 2027), Design Load: HS 20+Mod, Features Intersected: UP 480-ES&WN,DN 77-SW&NE Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 28.790, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.4m (60.4ft) 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: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1813234, Location: JCT. SR-21 AND I-480 (Lat: 41.406842, Lng: -81.639931), Route carried "on" structure: State highway 21, Year Built: 1973, Status: Open, Structure Length: 12.74m (41.80ft), Average Daily Traffic: 14,520 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 20,154 (year 2027), Design Load: HS 20, Features Intersected: I-480 (CUY-480-1825) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.630, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.2m (66.3ft) 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: Meets minimum limits, Underclear: Equal to present minimum criteria, 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 Structure Number: 183026, Location: 1215 FT W OF CANAL RD, Route carried "on" structure: County highway 53, Year Built: 1964, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 42,365 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 58,803 (year 2025), Design Load: HS 20, Features Intersected: B&O,ACCESS RD/RCKSD #216
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Fair, 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1830279, Location: 740 FT. WEST OF CANAL RD. (Lat: 41.393333, Lng: -81.630000), Route carried "on" structure: County highway 53, Year Built: 1964, Status: Open, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 42,365 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 30,000 (year 2025), Design Load: HS 20, Features Intersected: CUY RVR/ROCKSIDE RD #217 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: November 2007, Underwater Inspection Date: September 1995, Deck Structure Type: Concrete Cast-file-Place Structure Number: 1830449, Location: 3635 FT W OF CANAL RD, Route carried "on" structure: County highway 39, Year Built: 1958, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 17,590 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 24,415 (year 2029), Design Load: HS 20, Features Intersected: RV RD,STREAN/PL VALL #20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: 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: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1830457, Location: 1987' W. OF CANAL ROAD (Lat: 41.360000, Lng: -81.980000), Route carried "on" structure: County highway 39, Year Built: 1958, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 21,869 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 30,354 (year 2029), Design Load: HS 20, Features Intersected: B&O RR/PLSNT VALL #202, Facility Carried by Structure: PLEASANT VALLEY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable 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 Structure Number: 1830465, Location: AT CANAL RD, Route carried "on" structure: County highway 39, Year Built: 1958, Status: Open, Structure Length: 19.48m (63.91ft), Average Daily Traffic: 21,869 (year 1999), Truck Traffic: 4%, Average Future Daily Traffic: 21,717 (year 2023), Design Load: HS 20, Features Intersected: CNAL RD,OH CNL/PL VL #20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Structure Number: 1830872, Location: SW OF BROOKPARK RD, Route carried "on" structure: County highway 97, Year Built: 1935, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,807 (year 1999), Truck Traffic: 4%, Average Future Daily Traffic: 5,284 (year 2025), Design Load: H 20, Features Intersected: WEST CREEK/SCHAAF RD #88
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.0 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Superior 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: Bituminous Find on map >>
Structure Number: 1832107, Location: 7505 FT E OF BRECKSVILLE (Lat: 41.373333, Lng: -81.617222), Route carried "on" structure: County highway C0145, Year Built: 1923, Year Reconstructed: 2003, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 3,234 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 4,489 (year 2028), Design Load: HS 20+Mod, Features Intersected: CUY RVR/HILLSIDE RD #97, Facility Carried by Structure: HILLSIDE RD CR145 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $15,000, Total Project Cost: $172,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1832212, Location: 925 FT SW OF STONE ROAD (Lat: 41.380000, Lng: -81.625000), Route carried "on" structure: County highway 155, Year Built: 1905, Year Reconstructed: 1962, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 619 (year 1998), Truck Traffic: 68%, Average Future Daily Traffic: 859 (year 2029), Design Load: HS 15, Features Intersected: HEMLOCK CRK/HEMLOCK #94 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 27.0 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $2,000, Total Project Cost: $24,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1834843, Location: 7021 FT E. OF BRECKSVL RD (Lat: 41.358333, Lng: -81.610000), Route carried "on" structure: County highway 157, Year Built: 1999, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,038 (year 1999), Truck Traffic: 3%, Average Future Daily Traffic: 4,003 (year 2023), Design Load: HS 20+Mod, Features Intersected: CRK CUY RVR/BRKSIDE #238 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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 desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1876082, Location: .12MI W CH53&.06MI N CH82 (Lat: 41.394611, Lng: -81.629444), Route carried "on" structure: City street ORRCP, Year Built: 1960, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 7,961 (year 2001), Truck Traffic: 23%, Design Load: H 20, Features Intersected: CUYAHOGA RIVER, Facility Carried by Structure: OLD ROCKSIDE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft) Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Underwater Inspection Date: July 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1806068, Location: 2.88 MI. N. OF JCT. SR-82 (Lat: 41.358333, Lng: -81.650000), Route carried "under" structure: Other road 157, Year Built: 1969, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 1,560 (year 1971), Features Intersected: I-77, Facility Carried by Structure: I-77 SB. Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 12.399, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 1806092, Location: 2.88 MI. N. OF JCT. SR-82 (Lat: 41.358094, Lng: -81.649533), Route carried "under" structure: Other road 157, Year Built: 1969, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 1,560 (year 1971), Features Intersected: I-77 NB/CR-157(BROOKSIDE, Facility Carried by Structure: I-77 NB. Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 1.240, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 1806122, Location: 3.14 MI. N. OF JCT. SR-82 (Lat: 41.361844, Lng: -81.650197), Route carried "under" structure: County highway 39, Year Built: 1969, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 12,520 (year 1969), Features Intersected: I-77 SB, Facility Carried by Structure: I-77 SB. Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 1.322, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: 1806157, Location: 3.14 MI. N. OF JCT. SR-82 (Lat: 41.361844, Lng: -81.650197), Route carried "under" structure: County highway 39, Year Built: 1969, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 12,520 (year 1969), Features Intersected: I-77 NB, Facility Carried by Structure: I-77 NB. Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 1.322, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 1806173, Location: .41 MI. N. OF JCT. I-480 (Lat: 41.411558, Lng: -81.644303), Route carried "under" structure: State highway 17, Year Built: 1976, Structure Length: 92.11m (302.20ft), Average Daily Traffic: 11,170 (year 2004), Truck Traffic: 8%, Features Intersected: I-77 (CUY-77-0950), Facility Carried by Structure: I-77 Minimum Vertical Clearance: 6.22m (20.41ft), Kilometerpoint: 0.231, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 60.7m (199.1ft) Find on map >>
Structure Number: 1806181, Location: 2.64 MI. S. OF JCT. I-480 (Lat: 41.370000, Lng: -81.651667), Route carried "under" structure: County highway 145, Year Built: 1971, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 2,300 (year 1970), Features Intersected: I-77 SB, Facility Carried by Structure: I-77 SB. Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.269, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 1806211, Location: 2.64 MI. S. OF JCT. I-480 (Lat: 41.368986, Lng: -81.651500), Route carried "under" structure: County highway 145, Year Built: 1971, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 2,300 (year 1970), Features Intersected: I-77 NB, Facility Carried by Structure: I-77 NB. Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.269, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 1806246, Location: 1.53 MI. S. OF JCT. I-480 (Lat: 41.384817, Lng: -81.652881), Route carried "under" structure: Interstate 77, Year Built: 1971, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 99,020 (year 2004), Truck Traffic: 7%, Features Intersected: CR-113 (CHESTNUT RD), Facility Carried by Structure: CHESTNUT ROAD Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 1.217, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 1806254, Location: .70 MI. S. OF JCT. I-480 (Lat: 41.396719, Lng: -81.652844), Route carried "under" structure: County highway 53, Year Built: 1971, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 12,520 (year 1971), Features Intersected: I-77 SB, Facility Carried by Structure: I-77 SB. Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.336, Lanes on structure: 3, 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: 1806262, Location: .70 MI. S. OF JCT. I-480 (Lat: 41.398333, Lng: -81.653333), Route carried "under" structure: County highway 53, Year Built: 1971, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 12,520 (year 1971), Features Intersected: I-77 NB, Facility Carried by Structure: I-77 NB. Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.336, Lanes on structure: 3, 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: 1806289, Location: .70 MI. S. OF JCT. I-480 (Lat: 41.396719, Lng: -81.652844), Route carried "under" structure: County highway 53, Year Built: 1971, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 19,660 (year 1973), Features Intersected: RAMP F-3 I-77 NB, Facility Carried by Structure: ENTRANCE RAMP Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.336, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 1806297, Location: .28 MI. N. OF JCT. I-480 (Lat: 41.402653, Lng: -81.649617), Route carried "under" structure: Ramp Interstate 77, Year Built: 1971, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 1,000 (year 2002), Features Intersected: NB RMP OVER SW&SE, RMP F Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 1.418, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft) Find on map >>
Structure Number: 1806319, Location: .19 MI. N. OF JCT. I-480 (Lat: 41.403831, Lng: -81.648883), Route carried "under" structure: Ramp Interstate 77, Year Built: 1971, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 1,000 (year 2002), Features Intersected: 77 SB TO ROCKSIDE,RAMP F Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 1.433, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 1806327, Location: JCT. I-480 (Lat: 41.406275, Lng: -81.647400), Route carried "under" structure: Ramp Interstate 480, Year Built: 1974, Structure Length: 27.04m (88.71ft), Average Daily Traffic: 169,640 (year 2000), Truck Traffic: 8%, Features Intersected: UP IR-77-0909, Facility Carried by Structure: I-77 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 2.877, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 63.4m (208.0ft) Find on map >>
Structure Number: 1806343, Location: 2.04 MI. E. OF JCT. SR-17 (Lat: 41.442608, Lng: -81.646950), Route carried "under" structure: Interstate 480, Year Built: 1973, Structure Length: 15.36m (50.39ft), Average Daily Traffic: 80,325 (year 2004), Truck Traffic: 10%, Features Intersected: CUY-480-1790 ES, Facility Carried by Structure: RAMP ES Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 2.879, Lanes on structure: 1, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.8m (133.9ft) Find on map >>
Structure Number: 1806351, Location: 2.01 MI. E. OF JCT. SR-17 (Lat: 41.407233, Lng: -81.647525), Route carried "under" structure: Interstate 480, Year Built: 1974, Structure Length: 14.42m (47.31ft), Average Daily Traffic: 80,325 (year 2004), Truck Traffic: 10%, Features Intersected: CUY-480-1787-WN, Facility Carried by Structure: RAMP WN Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 2.879, Lanes on structure: 1, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft) Find on map >>
Structure Number: 1813102, Location: 2.02 MI. E. OF JCT. SR-17 (Lat: 41.407300, Lng: -81.647333), Route carried "under" structure: Ramp Interstate 77, Year Built: 1973, Structure Length: 11.06m (36.29ft), Features Intersected: CUY-480-1788 L, Facility Carried by Structure: I-480 WB Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 1.465, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 181311, Location: 2.02 MI. E. OF JCT. SR-17 (Lat: 41.407300, Lng: -81.647333), Route carried "under" structure: Ramp Interstate 480, Year Built: 1973, Structure Length: 11.06m (36.29ft), Features Intersected: CUY-480-1788 R Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 2.877, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 1813234, Location: JCT. SR-21 AND I-480 (Lat: 41.406842, Lng: -81.639931), Route carried "under" structure: Interstate 480, Year Built: 1973, Structure Length: 12.74m (41.80ft), Average Daily Traffic: 173,590 (year 2004), Truck Traffic: 8%, Features Intersected: SR21 (0909)BRECKSVILLE R, Facility Carried by Structure: SR-21 Minimum Vertical Clearance: 9.14m (29.99ft), Kilometerpoint: 2.938, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft) Structure Number: 1830449, Location: 3635 FT W OF CANAL RD, Route carried "under" structure: County highway 82, Year Built: 1958, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 9,986 (year 1991), Truck Traffic: 4%, Features Intersected: CANAL RD, Facility Carried by Structure: PLEASANT VALL CR39
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Structure Number: 1830465, Location: AT CANAL RD, Route carried "under" structure: Alternate County highway 82, Year Built: 1958, Structure Length: 19.48m (63.91ft), Average Daily Traffic: 9,986 (year 1991), Truck Traffic: 4%, Features Intersected: CANAL ROAD, Facility Carried by Structure: PLEASANT VAL CR39
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Discuss this city on our hugely popular Ohio forum Back to: Independence, OH, Ohio, All US cities.
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