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Bridge Statistics for Warrensville Heights, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Warrensville Heights, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 42 Total length: 469 meters (1,539ft) Total costs: $4,060,000 Total average daily traffic: 2,622,498 Total average daily truck traffic: 220,086 National Bridge Inventory (NBI) Registered Bridges for Warrensville Heights
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 1803484, Location: APPROX .5 MI W NORTFIELD (Lat: 41.429619, Lng: -81.536500), Route carried "on" structure: County highway 4, Year Built: 1959, Year Reconstructed: 1991, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 37,282 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 21,572 (year 2027), Design Load: H 20, Features Intersected: SR-43 (MILES AVE) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.030, Lanes on structure: 4, Lanes under structure: 4, 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: 24.4m (80.1ft), 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: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $770,000, Roadway Improvement Cost: $90,000, Total Project Cost: $860,000 ( Estimate for 2000), 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: 1811088, Location: JCT. I-271 WITH I-480N (Lat: 41.428700, Lng: -81.507836), Route carried "on" structure: Interstate 480N, Year Built: 1972, Status: Open, Structure Length: 21.28m (69.82ft), Average Daily Traffic: 113,930 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 158,135 (year 2027), Design Load: HS 20+Mod, Features Intersected: IR 271,422WB TO GO 271SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.080, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.1m (56.1ft) 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1811096, Location: JCT. I-271 WITH I-480N (Lat: 41.433347, Lng: -81.502914), Route carried "on" structure: Ramp US 422, Year Built: 1974, Year Reconstructed: 1998, Status: Open, Structure Length: 14.36m (47.11ft), Average Daily Traffic: 56,435 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 78,332 (year 2027), Design Load: HS 20+Mod, Features Intersected: IR 271, Facility Carried by Structure: I-480N W.B. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.740, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft) 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1811118, Location: 1.38 MI. N. OF JCT. SR-43 (Lat: 41.433625, Lng: -81.502681), Route carried "on" structure: US 422, Year Built: 1974, Year Reconstructed: 1995, Status: Open, Structure Length: 18.68m (61.29ft), Average Daily Traffic: 15,430 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 21,417 (year 2027), Features Intersected: IR 271, 271X, Facility Carried by Structure: RAMP NE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.700, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Good, Superstructure: Very 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: Equal to present desirable 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: 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: 1811134, Location: .16 MI. S. OF JCT. SR-175 (Lat: 41.435608, Lng: -81.499664), Route carried "on" structure: County highway 85, Year Built: 1965, Year Reconstructed: 1999, Status: Open, Structure Length: 19.90m (65.29ft), Average Daily Traffic: 35,502 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 197,804 (year 2027), Design Load: H 20, Features Intersected: I-271, Facility Carried by Structure: EMERY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.650, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1811169, Location: JCT. SR-175 WITH I-480 (Lat: 41.436072, Lng: -81.497889), Route carried "on" structure: State highway 175, Year Built: 1965, Year Reconstructed: 1998, Status: Open, Structure Length: 25.38m (83.27ft), Average Daily Traffic: 15,660 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 21,736 (year 2027), Design Load: H 20, Features Intersected: IR 271,IR 480N TOGO 271B Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.510, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 60.7m (199.1ft), 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: 11.8m (38.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.59m (77.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Bridge Improvement Cost: $2,880,000, Roadway Improvement Cost: $320,000, Total Project Cost: $3,200,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy Find on map >>
Structure Number: 1813625, Location: .94 MI. W. OF JCT. SR-8 (Lat: 41.424794, Lng: -81.545344), Route carried "on" structure: City street CAMDN, Year Built: 1971, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 1,000 (year 2002), Average Future Daily Traffic: 240,027 (year 2027), Design Load: H 15, Features Intersected: IR 480, Facility Carried by Structure: CAMDEN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, 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: 28.7m (94.2ft), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 27.0 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: 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1813676, Location: .52 MI. W. OF JCT. SR-8 (Lat: 41.424808, Lng: -81.537206), Route carried "on" structure: County highway 4, Year Built: 1971, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 38,042 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 237,788 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-480, Facility Carried by Structure: WARRENSVILLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.300, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 27.6m (90.6ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, 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: Meets minimum limits, Underclear: Meets minimum limits, 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, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1814494, Location: JCT. SR-8 WITH I-480N (Lat: 41.424325, Lng: -81.530536), Route carried "on" structure: Interstate 480N, Year Built: 1971, Year Reconstructed: 1998, Status: Open, Structure Length: 26.52m (87.01ft), Average Daily Traffic: 117,300 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 162,812 (year 2027), Design Load: HS 20+Mod, Features Intersected: 8-0514 (NORTHFIELD),480W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.180, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 19 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 44.5m (146.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.9m (88.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, 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: Monolithic Concrete Find on map >>
Structure Number: 181454, Location: .65 MI. E. OF. JCT. SR-8 (Lat: 41.426017, Lng: -81.517322), Route carried "on" structure: Interstate 480N, Year Built: 1974, Year Reconstructed: 1998, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 56,965 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 79,067 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR-14 (GREEN RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.220, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 16.9m (55.4ft) 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: 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: Integral Concrete Find on map >>
Structure Number: 1814559, Location: .65 MI. E. OF JCT. SR-8 (Lat: 41.426017, Lng: -81.517322), Route carried "on" structure: Interstate 480N, Year Built: 1974, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 56,965 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 79,067 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR-14 (GREEN RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.220, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, 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: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 19.2m (63.0ft) 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: Equal 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1814575, Location: .43 MI. E. OF JCT. SR-8 (Lat: 41.424500, Lng: -81.522358), Route carried "on" structure: Interstate 480N, Year Built: 1974, Year Reconstructed: 1998, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 115,461 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 160,260 (year 2027), Design Load: HS 20+Mod, Features Intersected: CR-11 (MILES RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.870, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 32.3m (106.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, 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, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1814591, Location: AT 480N/422/271 INTERCHAN (Lat: 41.428967, Lng: -81.506531), Route carried "on" structure: Ramp Interstate 480N, Year Built: 1997, Status: Open, Structure Length: 24.88m (81.63ft), Average Daily Traffic: 112,870 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 156,664 (year 2028), Design Load: HS 20+Mod, Features Intersected: IR 271SB,IR 480N TOGO 42 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.190, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1814613, Location: 480N & 271 & 422 INTERCHG (Lat: 41.430117, Lng: -81.504833), Route carried "on" structure: Ramp Interstate 271X, Year Built: 1998, Status: Open, Structure Length: 16.98m (55.71ft), Average Daily Traffic: 112,870 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 156,664 (year 2027), Design Load: HS 20+Mod, Features Intersected: IR 271SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.350, Lanes on structure: 2, Lanes under structure: 2, 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: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2007, Critical Feature Inspection Date: January 1998, 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: 1814664, Location: 0.21M W RICHMOND RD (Lat: 41.431017, Lng: -81.502875), Route carried "on" structure: US 422, Year Built: 1971, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 6,995 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 17,975 (year 2027), Design Load: HS 20+Mod, Features Intersected: 422WB TOGO 480N WB/271SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.980, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, 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: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft) 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable 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 Find on map >>
Structure Number: 181468, Location: .34 MI. E. OF I-271 (Lat: 41.431158, Lng: -81.502986), Route carried "on" structure: Ramp US 422, Year Built: 1971, Year Reconstructed: 1998, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 13,440 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 18,655 (year 2027), Design Load: HS 20+Mod, Features Intersected: UP 422EB,DN 480N TOGO 27, Facility Carried by Structure: I.R. 480N Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 21.960, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Very 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1814745, Location: OVER SR 175 (Lat: 41.429603, Lng: -81.497897), Route carried "on" structure: US 422, Year Built: 1971, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 6,995 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 9,709 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 175 (RICHMOND RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.380, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft) 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: High priority of replacement, Underclear: Meets minimum limits, 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: 1814753, Location: 0.4 MI. EAST OF JCT I-271 (Lat: 41.429128, Lng: -81.505786), Route carried "on" structure: Ramp Interstate 480N, Year Built: 1971, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 6,475 (year 2000), Truck Traffic: 3%, Average Future Daily Traffic: 8,987 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 175 (RICHMOND RD), Facility Carried by Structure: ROADWAY RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.250, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.2m (43.3ft) 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, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1814788, Location: 0.4 MI. EAST OF JCT I-271 (Lat: 41.429603, Lng: -81.497897), Route carried "on" structure: US 422, Year Built: 1971, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 6,995 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 9,709 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 175(02.35)RICHMOND RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.380, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft) 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: Meets minimum limits, 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 Structure Number: 1831461, Location: 1135' E OF NORTHFIELD RD, Route carried "on" structure: County highway 85, Year Built: 1974, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 22,669 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 22,474 (year 2023), Design Load: HS 20, Features Intersected: BEAR CREEK/EMERY RD #230
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Meets minimum limits, 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, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 1834045, Location: AT MILES RD, Route carried "on" structure: County highway 4, Year Built: 1957, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 44,589 (year 1999), Truck Traffic: 3%, Average Future Daily Traffic: 54,396 (year 2023), Design Load: H 20, Features Intersected: ERIE RR/WRRNSVLLE RD #20
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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), 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: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 27.0 metric tons, Inventory Rating: 19.8 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 1834053, Location: 464' SO OF HARVARD RD, Route carried "on" structure: County highway 4, Year Built: 1962, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 44,589 (year 1999), Truck Traffic: 3%, Average Future Daily Traffic: 33,159 (year 2023), Design Load: HS 20, Features Intersected: MILL CRK/WARRENSVIL #221
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: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Good, Superstructure: Good, 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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: 1801279, Location: .25 MI S MILES RD (Lat: 41.424833, Lng: -81.526892), Route carried "under" structure: State highway 8, Year Built: 1988, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 30,130 (year 2004), Truck Traffic: 3%, Features Intersected: NSC RR S OF MILES, Facility Carried by Structure: NSC RR Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.837, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 29.6m (97.1ft) Find on map >>
Structure Number: 1803484, Location: APPROX .5 MI W NORTFIELD (Lat: 41.429619, Lng: -81.536500), Route carried "under" structure: State highway 43, Year Built: 1959, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 15,542 (year 2004), Truck Traffic: 3%, Features Intersected: CR 4(WARRENSVILLE CNTR R Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 1.517, Lanes on structure: 4, 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: 1811088, Location: JCT. I-271 WITH I-480N (Lat: 41.428700, Lng: -81.507836), Route carried "under" structure: Interstate 271, Year Built: 1972, Structure Length: 21.28m (69.82ft), Average Daily Traffic: 142,510 (year 2004), Truck Traffic: 8%, Features Intersected: I480N EB, Facility Carried by Structure: I-480N E.B. Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.895, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 1811096, Location: JCT. I-271 WITH I-480N (Lat: 41.433347, Lng: -81.502914), Route carried "under" structure: Interstate 271, Year Built: 1974, Structure Length: 14.36m (47.11ft), Average Daily Traffic: 142,510 (year 2004), Truck Traffic: 8%, Features Intersected: 422WB TOGO 480N WB,271SB, Facility Carried by Structure: I-480N W.B. Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 0.906, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft) Find on map >>
Structure Number: 1811118, Location: 1.38 MI. N. OF JCT. SR-43 (Lat: 41.433625, Lng: -81.502681), Route carried "under" structure: Interstate 271, Year Built: 1974, Structure Length: 18.68m (61.29ft), Average Daily Traffic: 142,510 (year 2004), Truck Traffic: 8%, Features Intersected: US 422 EB, Facility Carried by Structure: RAMP NE Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 0.935, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 1811134, Location: .16 MI. S. OF JCT. SR-175 (Lat: 41.435608, Lng: -81.499664), Route carried "under" structure: Interstate 271, Year Built: 1965, Structure Length: 19.90m (65.29ft), Average Daily Traffic: 142,510 (year 2004), Truck Traffic: 8%, Features Intersected: CR-85 (EMERY RD), Facility Carried by Structure: EMERY RD Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 0.982, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 1811169, Location: JCT. SR-175 WITH I-480 (Lat: 41.436072, Lng: -81.497889), Route carried "under" structure: Interstate 271, Year Built: 1965, Structure Length: 25.38m (83.27ft), Average Daily Traffic: 151,230 (year 2004), Truck Traffic: 8%, Features Intersected: SR-175 (RICHMOND RD), Facility Carried by Structure: SR-175 RICHMOND RD Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 1.008, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 60.7m (199.1ft) Find on map >>
Structure Number: 1813625, Location: .94 MI. W. OF JCT. SR-8 (Lat: 41.424794, Lng: -81.545344), Route carried "under" structure: Interstate 480, Year Built: 1971, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 172,930 (year 2004), Truck Traffic: 10%, Features Intersected: CAMDEN RD, Facility Carried by Structure: CAMDEN RD Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 3.774, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 1813676, Location: .52 MI. W. OF JCT. SR-8 (Lat: 41.424808, Lng: -81.537206), Route carried "under" structure: Interstate 480, Year Built: 1971, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 171,317 (year 2004), Truck Traffic: 10%, Features Intersected: CR-4 (WARRENSVILLE CNT), Facility Carried by Structure: WARRENSVILLE RD Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 3.841, Lanes on structure: 6, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft) Find on map >>
Structure Number: 1814494, Location: JCT. SR-8 WITH I-480N (Lat: 41.424325, Lng: -81.530536), Route carried "under" structure: Interstate 480, Year Built: 1971, Structure Length: 26.52m (87.01ft), Average Daily Traffic: 26,620 (year 2004), Truck Traffic: 8%, Features Intersected: I-480N (CUY-480N-0011) Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.392, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.5m (146.0ft) Find on map >>
Structure Number: 181454, Location: .65 MI. E. OF. JCT. SR-8 (Lat: 41.426017, Lng: -81.517322), Route carried "under" structure: County highway 14, Year Built: 1974, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 1,000 (year 1973), Features Intersected: I-480N, Facility Carried by Structure: I-480N W.B. Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 7.731, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft) Find on map >>
Structure Number: 1814559, Location: .65 MI. E. OF JCT. SR-8 (Lat: 41.426017, Lng: -81.517322), Route carried "under" structure: County highway 14, Year Built: 1974, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,000 (year 1973), Features Intersected: I-480N, Facility Carried by Structure: I-480N E.B. Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.773, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft) Find on map >>
Structure Number: 1814575, Location: .43 MI. E. OF JCT. SR-8 (Lat: 41.424500, Lng: -81.522358), Route carried "under" structure: City street 11, Year Built: 1974, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 1,000 (year 1973), Features Intersected: I-480N, Facility Carried by Structure: I-480N Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.773, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 1814591, Location: AT 480N/422/271 INTERCHAN (Lat: 41.428967, Lng: -81.506531), Route carried "under" structure: Interstate 271, Year Built: 1997, Structure Length: 24.88m (81.63ft), Average Daily Traffic: 142,510 (year 2004), Truck Traffic: 8%, Features Intersected: IR480N EB TOGO IR271X NB Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.911, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft) Find on map >>
Structure Number: 1814613, Location: 480N & 271 & 422 INTERCHG (Lat: 41.430117, Lng: -81.504833), Route carried "under" structure: Interstate 271, Year Built: 1998, Structure Length: 16.98m (55.71ft), Average Daily Traffic: 142,510 (year 2004), Truck Traffic: 8%, Features Intersected: IR 480N FROM IR 271B SB Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.091, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 1814664, Location: 0.21M W RICHMOND RD (Lat: 41.431017, Lng: -81.502875), Route carried "under" structure: Ramp US 422, Year Built: 1971, Structure Length: 8.23m (27.00ft), Features Intersected: US 422 EB Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 2.196, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 181468, Location: .34 MI. E. OF I-271 (Lat: 41.431158, Lng: -81.502986), Route carried "under" structure: Interstate 480N, Year Built: 1971, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 113,930 (year 2004), Truck Traffic: 11%, Features Intersected: US-422 Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.264, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft) Find on map >>
Structure Number: 1814745, Location: OVER SR 175 (Lat: 41.429603, Lng: -81.497897), Route carried "under" structure: State highway 175, Year Built: 1971, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 14,760 (year 2004), Truck Traffic: 6%, Features Intersected: I-271SB RAMP TO 422F EB, Facility Carried by Structure: US 422 Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.375, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >>
Structure Number: 1814753, Location: 0.4 MI. EAST OF JCT I-271 (Lat: 41.429128, Lng: -81.505786), Route carried "under" structure: State highway 175, Year Built: 1971, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 14,760 (year 2004), Truck Traffic: 6%, Features Intersected: US 422 EB, Facility Carried by Structure: ROADWAY RAMP Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.374, 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) Find on map >>
Structure Number: 1814788, Location: 0.4 MI. EAST OF JCT I-271 (Lat: 41.429603, Lng: -81.497897), Route carried "under" structure: State highway 175, Year Built: 1971, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 14,760 (year 2004), Truck Traffic: 6%, Features Intersected: US 422 WB, Facility Carried by Structure: U.S.R. 422 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.378, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft) Discuss this city on our hugely popular Ohio forum Back to: Warrensville Heights, OH, Ohio, All US cities.
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