Bridge Statistics for Rocky River, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1800604,  Location: APPROX .5 MI W ROCKY RIV. (Lat: 41.483939,  Lng: -81.837939),  Route carried "on" structure: State highway 2,  Year Built: 1964,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 10,229 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,198 (year 2035),  Design Load: H 20,  Features Intersected: US 6 WEST LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.764,  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: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1800639,  Location: 0.8 MI. W. OF JCT. SR 237 (Lat: 41.486761,  Lng: -81.831769),  Route carried "on" structure: US 6,  Year Built: 1964,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 34.72m (113.91ft),  Average Daily Traffic: 12,135 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,843 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROCKY RIVER,6A,YHT CLB L
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.877,  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: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: July 2020,  Roadway Improvement Cost: $300,000,  Total Project Cost: $3,900,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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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: 15,856 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 22,008 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROCKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  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: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy

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Structure Number: 1801112,  Location: APPROX .5MI W ROCKY RIVER (Lat: 41.483350,  Lng: -81.837769),  Route carried "on" structure: State highway 2,  Year Built: 1964,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 10,229 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,198 (year 2035),  Features Intersected: US6A EB(CUY-6A-0003)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.764,  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: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 180773,  Location: IR90 AND JCT SR254 (Lat: 41.472531,  Lng: -81.857211),  Route carried "on" structure: State highway 2,  Year Built: 1977,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 9,734 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,511 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IR-90(CUY-90-0595)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.608,  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: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Cathodic Protection

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Structure Number: 1807749,  Location: .12 MI E OF JCT SR254 (Lat: 41.472161,  Lng: -81.855100),  Route carried "on" structure: Ramp City street WestW,  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: 118,288 (year 2022),  Design Load: HS 20,  Features Intersected: IR-90 (Westway Dr),  Facility Carried by Structure: WESTWAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.769,  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: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Cathodic Protection

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Structure Number: 1807757,  Location: .26 MI E OF JCT SR254 (Lat: 41.471839,  Lng: -81.852400),  Route carried "on" structure: County highway C0260,  Year Built: 1977,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 16,259 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,567 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IR-90 (WAGAR),  Facility Carried by Structure: WAGAR RD - CR260
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.484,  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: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $495,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $550,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up

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Structure Number: 1807765,  Location: .53 MI E OF JCT SR254 (Lat: 41.471981,  Lng: -81.847281),  Route carried "on" structure: City street NTHVW,  Year Built: 1977,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 6,702 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 118,288 (year 2035),  Design Load: H 20,  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: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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: March 2021,  Bridge Improvement Cost: $432,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $480,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up

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Structure Number: 1807781,  Location: .72 MI E OF JCT SR254 (Lat: 41.471981,  Lng: -81.843539),  Route carried "on" structure: City street LCKVW,  Year Built: 1977,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 6,702 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 118,288 (year 2035),  Design Load: H 20,  Features Intersected: I-90 (Lakview Ave),  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: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Cathodic Protection

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Structure Number: 1808508,  Location: .21 MI W OF JCT US20 (Lat: 41.472311,  Lng: -81.839531),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 1969,  Status: Open,  Structure Length: 11.55m (37.89ft),  Average Daily Traffic: 13,009 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,056 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: IR-90 MAINLINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.987,  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-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Cathodic Protection

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Structure Number: 1808516,  Location: IR90 AND US20 JCT (Lat: 41.472111,  Lng: -81.836281),  Route carried "on" structure: US 20,  Year Built: 1969,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 11,777 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,346 (year 2035),  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: 13.631,  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: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: Febuary 2021,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $100,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 180854,  Location: .5 MI E OF JCT US20 (Lat: 41.471961,  Lng: -81.826811),  Route carried "on" structure: City street VLYVW,  Year Built: 1971,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 10,217 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 147,984 (year 2035),  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: 8,  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: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1810561,  Location: 1.04 MI E JCT 1 90 (Lat: 41.482589,  Lng: -81.838489),  Route carried "on" structure: State highway 2,  Year Built: 1964,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 3,775 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,240 (year 2035),  Design Load: H 20,  Features Intersected: (0704)NSC RR @ PARSONS C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.668,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 29 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: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1830147,  Location: 910 FT W OF ROCKY RVR DR (Lat: 41.471411,  Lng: -81.823889),  Route carried "on" structure: County highway 69,  Year Built: 1925,  Year Reconstructed: 1983,  Status: Posted for load,  Structure Length: 27.22m (89.30ft),  Average Daily Traffic: 10,217 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,181 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROCKY RIVER, VALLEY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.792,  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: 7,  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: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 27.52m (90.29ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,760,000,  Roadway Improvement Cost: $240,000,  Total Project Cost: $3,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1800604,  Location: APPROX .5 MI W ROCKY RIV. (Lat: 41.483939,  Lng: -81.837939),  Route carried "under" structure: US 6,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 7,631 (year 2015),  Truck Traffic: 3%,  Features Intersected: OLD0719-SR2WB(CUY-2-0731,  Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 11.555,  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)

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Structure Number: 1800639,  Location: 0.8 MI. W. OF JCT. SR 237 (Lat: 41.486761,  Lng: -81.831769),  Route carried "under" structure: Alternate US 6A,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 5,450 (year 2015),  Truck Traffic: 17%,  Features Intersected: LAKE RD,  Facility Carried by Structure: USR 6
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.386,  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)

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Structure Number: 1800639,  Location: 0.8 MI. W. OF JCT. SR 237 (Lat: 41.486761,  Lng: -81.831769),  Route carried "under" structure: City street YHTCL,  Year Built: 1964,  Structure Length: 0. m,  Features Intersected: W. CLIFTON-LAKE RD,  Facility Carried by Structure: USR 6
Minimum Vertical Clearance: 6.12m (20.08ft),  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)

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Structure Number: 1800639,  Location: 0.8 MI. W. OF JCT. SR 237 (Lat: 41.486761,  Lng: -81.831769),  Route carried "under" structure: City street RVRDA,  Year Built: 1964,  Structure Length: 0. m,  Features Intersected: W. CLIFTON-LAKE RD,  Facility Carried by Structure: USR 6
Minimum Vertical Clearance: 6.10m (20.01ft),  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)

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Structure Number: 1801112,  Location: APPROX .5MI W ROCKY RIVER (Lat: 41.483350,  Lng: -81.837769),  Route carried "under" structure: US 6A,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,465 (year 2015),  Truck Traffic: 17%,  Features Intersected: SR 2 EB (CUY-2-0710 R),  Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.048,  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)

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Structure Number: 180773,  Location: IR90 AND JCT SR254 (Lat: 41.472531,  Lng: -81.857211),  Route carried "under" structure: Interstate 90,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 85,222 (year 2015),  Truck Traffic: 5%,  Features Intersected: SR 2 (0576) DETROIT ROAD,  Facility Carried by Structure: DETROIT RD - SR254
Minimum Vertical Clearance: 4.61m (15.12ft),  Kilometerpoint: 9.576,  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)

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Structure Number: 1807749,  Location: .12 MI E OF JCT SR254 (Lat: 41.472161,  Lng: -81.855100),  Route carried "under" structure: Interstate 90,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 85,222 (year 2015),  Truck Traffic: 5%,  Features Intersected: WESTWAY DRIVE,  Facility Carried by Structure: WESTWAY DRIVE
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 9.769,  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)

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Structure Number: 1807757,  Location: .26 MI E OF JCT SR254 (Lat: 41.471839,  Lng: -81.852400),  Route carried "under" structure: Interstate 90,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 86,638 (year 2016),  Truck Traffic: 4%,  Features Intersected: CR-260 (WAGAR ROAD),  Facility Carried by Structure: WAGAR RD - CR260
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 9.994,  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)

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Structure Number: 1807765,  Location: .53 MI E OF JCT SR254 (Lat: 41.471981,  Lng: -81.847281),  Route carried "under" structure: Interstate 90,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 85,222 (year 2015),  Truck Traffic: 5%,  Features Intersected: NORTHVIEW ROAD,  Facility Carried by Structure: NORTHVIEW RD
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 10.429,  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)

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Structure Number: 1807781,  Location: .72 MI E OF JCT SR254 (Lat: 41.471981,  Lng: -81.843539),  Route carried "under" structure: Interstate 90,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 85,222 (year 2015),  Truck Traffic: 5%,  Features Intersected: LAKEVIEW ROAD,  Facility Carried by Structure: LAKEVIEW AVE
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 10.734,  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)

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Structure Number: 1808508,  Location: .21 MI W OF JCT US20 (Lat: 41.472311,  Lng: -81.839531),  Route carried "under" structure: Interstate 90,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 86,638 (year 2016),  Truck Traffic: 5%,  Features Intersected: I-90 WB RMP TO HILLIARD
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 10.987,  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)

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Structure Number: 1808516,  Location: IR90 AND US20 JCT (Lat: 41.472111,  Lng: -81.836281),  Route carried "under" structure: Interstate 90,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 85,222 (year 2015),  Truck Traffic: 5%,  Features Intersected: US-20,SR-113,WOOSTER RD,  Facility Carried by Structure: WOOSTER RD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 11.330,  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)

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Structure Number: 180854,  Location: .5 MI E OF JCT US20 (Lat: 41.471961,  Lng: -81.826811),  Route carried "under" structure: Interstate 90,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 106,617 (year 2015),  Truck Traffic: 5%,  Features Intersected: VALLEY VIEW DR,  Facility Carried by Structure: VALLEYVIEW DRIVE
Minimum Vertical Clearance: 4.76m (15.62ft),  Kilometerpoint: 12.134,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)