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Bridge Statistics for Rocky River, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Rocky River, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 27 Total length: 263 meters (863ft) Total costs: $8,030,000 Total average daily traffic: 1,024,941 Total average daily truck traffic: 69,775 National Bridge Inventory (NBI) Registered Bridges for Rocky River
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 1800574, Location: 2.02 MI E JCT SR 252 (Lat: 41.481667, Lng: -81.868333), Route carried "on" structure: US 6, Year Built: 1900, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 10,110 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 15,379 (year 2027), Design Load: H 15, Features Intersected: STREAM 1.73 MI E. OF 252 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: 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: September 2007 Find on map >>
Structure Number: 1800604, Location: APPROX .5 MI W ROCKY RIV. (Lat: 41.483369, Lng: -81.837703), Route carried "on" structure: State highway 2, Year Built: 1964, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 1,194 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 1,657 (year 2027), Design Load: H 20, Features Intersected: OLD0710-US 6 WEST LAKE R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.770, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 5.8m (19.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, 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: 1800639, Location: 0.8 MI. W. OF JCT. SR 237 (Lat: 41.484714, Lng: -81.834958), Route carried "on" structure: US 6, Year Built: 1964, Year Reconstructed: 1997, Status: Open, Structure Length: 34.72m (113.91ft), Average Daily Traffic: 13,130 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 18,224 (year 2027), Design Load: HS 20+Mod, Features Intersected: ROCKY RIVER,6A,YHT CLB L Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.880, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 57.0m (187.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Good, Superstructure: Good, 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, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 36.58m (120.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $3,600,000, Roadway Improvement Cost: $300,000, Total Project Cost: $3,900,000 ( 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: 1801074, Location: 400FT. E. USR20 (Lat: 41.482469, Lng: -81.832519), Route carried "on" structure: US 6A, Year Built: 1980, Status: Open, Structure Length: 19.51m (64.01ft), Average Daily Traffic: 11,490 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 15,948 (year 2027), Design Load: HS 20+Mod, Features Intersected: ROCKY RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.680, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 80.8m (265.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Epoxy Find on map >>
Structure Number: 1801112, Location: APPROX .5MI W ROCKY RIVER (Lat: 41.483369, Lng: -81.837703), Route carried "on" structure: State highway 2, Year Built: 1964, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 1,194 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 1,657 (year 2027), Design Load: H 20, Features Intersected: 0710-US6A EB(CUY-6A-0003 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.770, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 73.2m (240.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 180773, Location: IR90 AND JCT SR254 (Lat: 41.471667, Lng: -81.858333), Route carried "on" structure: State highway 2, Year Built: 1977, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 14,310 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 19,862 (year 2027), Design Load: H 20, Features Intersected: (OLD0577)I90(CUY-90-0595 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.610, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up Find on map >>
Structure Number: 1807749, Location: .12 MI E OF JCT SR254 (Lat: 41.471667, Lng: -81.855000), Route carried "on" structure: Ramp Interstate 90, Year Built: 1975, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 19,405 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 124,837 (year 2027), Design Load: HS 20, Features Intersected: RMP(DETROIT TO WAGAR), Facility Carried by Structure: WESTWAY BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.770, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up Find on map >>
Structure Number: 1807757, Location: .26 MI E OF JCT SR254 (Lat: 41.472056, Lng: -81.852431), Route carried "on" structure: County highway 260, Year Built: 1977, Year Reconstructed: 2001, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 22,233 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 124,837 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.030, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.8m (78.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $495,000, Roadway Improvement Cost: $55,000, Total Project Cost: $550,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Built-up Find on map >>
Structure Number: 1807765, Location: .53 MI E OF JCT SR254 (Lat: 41.472017, Lng: -81.847192), Route carried "on" structure: City street NTHVW, Year Built: 1977, Year Reconstructed: 2001, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 12,352 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 124,837 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-90, Facility Carried by Structure: NORTHVIEW RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.2m (40.0ft) 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 corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.83m (22.41ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $432,000, Roadway Improvement Cost: $48,000, Total Project Cost: $480,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Built-up Find on map >>
Structure Number: 1807781, Location: .72 MI E OF JCT SR254 (Lat: 41.471997, Lng: -81.843503), Route carried "on" structure: City street LCKVW, Year Built: 1977, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 22,734 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 124,837 (year 2027), Design Load: H 20, Features Intersected: I-90, Facility Carried by Structure: LAKEVIEW AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up Find on map >>
Structure Number: 1808508, Location: .21 MI W OF JCT US20 (Lat: 41.471981, Lng: -81.840397), Route carried "on" structure: Ramp Interstate 90, Year Built: 1969, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 89,940 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 124,837 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-90 MAINLINE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.980, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1808516, Location: IR90 AND US20 JCT (Lat: 41.472103, Lng: -81.836275), Route carried "on" structure: US 20, Year Built: 1969, Year Reconstructed: 2005, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 10,556 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 14,652 (year 2027), Design Load: H 20, Features Intersected: CUY-90-0704(WOOSTER ROAD, Facility Carried by Structure: WOOSTER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.640, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $5,000, Total Project Cost: $100,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 180854, Location: .5 MI E OF JCT US20 (Lat: 41.471908, Lng: -81.826758), Route carried "on" structure: City street VLYVW, Year Built: 1971, Year Reconstructed: 2002, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 1,000 (year 2002), Average Future Daily Traffic: 148,891 (year 2027), Design Load: H 20, Features Intersected: IR 90, Facility Carried by Structure: VALLEYVIEW DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, 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: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Excellent, Superstructure: Good, Substructure: Satisfactory, 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1810561, Location: 1.04 MI E JCT 1 90 (Lat: 41.482778, Lng: -81.838475), Route carried "on" structure: State highway 2, Year Built: 1964, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 4,340 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 6,024 (year 2027), Design Load: H 20, Features Intersected: (0704)NSC RR @ PARSONS C Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.670, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Structure Number: 1830147, Location: 910 FT W OF ROCKY RVR DR, Route carried "on" structure: County highway 69, Year Built: 1925, Year Reconstructed: 1983, Status: Open, Structure Length: 26.21m (85.99ft), Average Daily Traffic: 18,263 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 25,349 (year 2025), Design Load: HS 20+Mod, Features Intersected: ROCKY RVR/HILLIARD #65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 67.1m (220.1ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 22.9m (75.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 27.52m (90.29ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Bridge Improvement Cost: $2,760,000, Roadway Improvement Cost: $240,000, Total Project Cost: $3,000,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1800604, Location: APPROX .5 MI W ROCKY RIV. (Lat: 41.483369, Lng: -81.837703), Route carried "under" structure: US 6, Year Built: 1964, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 9,120 (year 2004), Truck Traffic: 3%, Features Intersected: OLD0719-SR2WB(CUY-2-0731, Facility Carried by Structure: SR 2 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 1.156, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.4m (116.1ft) Find on map >>
Structure Number: 1800639, Location: 0.8 MI. W. OF JCT. SR 237 (Lat: 41.484714, Lng: -81.834958), Route carried "under" structure: Alternate US 6A, Year Built: 1964, Structure Length: 34.72m (113.91ft), Features Intersected: LAKE RD, Facility Carried by Structure: US 6 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.039, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.0m (187.0ft) Find on map >>
Structure Number: 180109, Location: APPROX 500FT N DETROIT RD (Lat: 41.484303, Lng: -81.833942), Route carried "under" structure: US 6A, Year Built: 1932, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 7,510 (year 2004), Truck Traffic: 3%, Features Intersected: NSC RR NORTH OF DEPOT ST Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.042, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.7m (22.0ft) Find on map >>
Structure Number: 1801112, Location: APPROX .5MI W ROCKY RIVER (Lat: 41.483369, Lng: -81.837703), Route carried "under" structure: US 6A, Year Built: 1964, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 1,880 (year 2004), Truck Traffic: 3%, Features Intersected: SR 2 EB (CUY-2-0710 R), Facility Carried by Structure: SR 2 Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.005, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 180773, Location: IR90 AND JCT SR254 (Lat: 41.471667, Lng: -81.858333), Route carried "under" structure: Interstate 90, Year Built: 1977, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 89,940 (year 2004), Truck Traffic: 8%, Features Intersected: SR 2 (0576) DETROIT ROAD, Facility Carried by Structure: DETROIT RD - SR254 Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.958, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 1807749, Location: .12 MI E OF JCT SR254 (Lat: 41.471667, Lng: -81.855000), Route carried "under" structure: Interstate 90, Year Built: 1975, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 89,940 (year 2004), Truck Traffic: 8%, Features Intersected: WESTWAY BLVD, Facility Carried by Structure: WESTWAY BLVD Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.977, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 1807757, Location: .26 MI E OF JCT SR254 (Lat: 41.472056, Lng: -81.852431), Route carried "under" structure: Interstate 90, Year Built: 1977, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 89,940 (year 2004), Truck Traffic: 8%, Features Intersected: CR-260 (WAGAR ROAD), Facility Carried by Structure: WAGAR RD - CR260 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.100, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 1807765, Location: .53 MI E OF JCT SR254 (Lat: 41.472017, Lng: -81.847192), Route carried "under" structure: Interstate 90, Year Built: 1977, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 89,940 (year 2004), Truck Traffic: 8%, Features Intersected: NORTHVIEW ROAD, Facility Carried by Structure: NORTHVIEW RD Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 1.043, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 1807781, Location: .72 MI E OF JCT SR254 (Lat: 41.471997, Lng: -81.843503), Route carried "under" structure: Interstate 90, Year Built: 1977, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 89,940 (year 2004), Truck Traffic: 8%, Features Intersected: LAKEVIEW ROAD, Facility Carried by Structure: LAKEVIEW AVE Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 1.074, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 1808508, Location: .21 MI W OF JCT US20 (Lat: 41.471981, Lng: -81.840397), Route carried "under" structure: Interstate 90, Year Built: 1969, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 89,940 (year 2004), Truck Traffic: 8%, Features Intersected: I 90 WB RAMP TO HILLIARD Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.110, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 1808516, Location: IR90 AND US20 JCT (Lat: 41.472103, Lng: -81.836275), Route carried "under" structure: Interstate 90, Year Built: 1969, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 107,270 (year 2004), Truck Traffic: 7%, Features Intersected: US-20,SR-113,WOOSTER RD, Facility Carried by Structure: WOOSTER RD Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 1.133, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 180854, Location: .5 MI E OF JCT US20 (Lat: 41.471908, Lng: -81.826758), Route carried "under" structure: Interstate 90, Year Built: 1971, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 107,270 (year 2004), Truck Traffic: 7%, Features Intersected: VALLEY VIEW DR, Facility Carried by Structure: VALLEYVIEW DRIVE Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 1.214, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft) Discuss this city on our hugely popular Ohio forum Back to: Rocky River, OH, Ohio, All US cities.
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