Bridge Statistics for North Olmsted, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1810405,  Location: JCT. SR-252 WITH I-480 (Lat: 41.412981,  Lng: -81.902000),  Route carried "on" structure: State highway 252,  Year Built: 1980,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 19,407 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,937 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-480 (GRT NRTHRN BLVD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.985,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.3m (96.1ft)

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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1814001,  Location: 3.2 MI. W. OF JCT. SR-252 (Lat: 41.390419,  Lng: -81.956600),  Route carried "on" structure: County highway 166,  Year Built: 1980,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 12,556 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,428 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: IR-480-0074,  Facility Carried by Structure: BARTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.697,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 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 or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1814036,  Location: 2.5 MI. W. OF JCT. SR-252 (Lat: 41.395981,  Lng: -81.944019),  Route carried "on" structure: County highway 76,  Year Built: 1980,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 13,060 (year 2002),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,127 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: IR-480 (STEARNS),  Facility Carried by Structure: STEARNS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.627,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1814052,  Location: 2.0 MI. W. OF JCT. SR-252 (Lat: 41.398581,  Lng: -81.934211),  Route carried "on" structure: Interstate 480,  Year Built: 1980,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 68,753 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 95,429 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR 86 (MACKENZIE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.267,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 36.7m (120.4ft),  Out-to-Out Width: 37.9m (124.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1814079,  Location: 1.2 MI. W. OF JCT. SR-252 (Lat: 41.404769,  Lng: -81.921000),  Route carried "on" structure: Interstate 480,  Year Built: 1980,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 68,753 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 95,429 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR 170 (FITCH RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.554,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 13 degrees,  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-To-Curb Width: 36.7m (120.4ft),  Out-to-Out Width: 37.9m (124.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1814095,  Location: .63 MI. W. OF JCT. SR-252 (Lat: 41.409019,  Lng: -81.913450),  Route carried "on" structure: County highway 93,  Year Built: 1980,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 9,297 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,904 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: IR-480 (BUTTERNUT RIDGE),  Facility Carried by Structure: BUTTERNUT RIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.363,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  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: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1814109,  Location: 1.0 MI. E. OF JCT. SR-252 (Lat: 41.414950,  Lng: -81.893600),  Route carried "on" structure: City street COLUM,  Year Built: 1980,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 8,771 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,174 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: IR-480 (COLUMBIA)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.297,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1814125,  Location: 1.4 MI. E. OF JCT. SR-252 (Lat: 41.419081,  Lng: -81.883439),  Route carried "on" structure: Interstate 480,  Year Built: 1980,  Status: Open,  Structure Length: 13.87m (45.51ft),  Average Daily Traffic: 82,613 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 114,667 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 17 (0162) BROOKPARK R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.063,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 16 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 36.7m (120.4ft),  Out-to-Out Width: 37.9m (124.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1814133,  Location: 1.1 MI. E. OF JCT. SR-252 (Lat: 41.422050,  Lng: -81.877569),  Route carried "on" structure: Interstate 480,  Year Built: 1980,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 82,613 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 114,667 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CR 52 (CLAGUE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.690,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1829041,  Location: 1.8MI EAST OF SR-10 (Lat: 41.367700,  Lng: -81.959550),  Route carried "on" structure: County highway C0234,  Year Built: 1954,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 1,158 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,607 (year 2035),  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: CR 234 JENNINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1831836,  Location: WEST OF MAIN STREET (Lat: 41.374261,  Lng: -81.903561),  Route carried "on" structure: County highway 379,  Year Built: 1972,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 3,039 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,218 (year 2018),  Design Load: HS 20,  Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.3 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: 55.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1832441,  Location: 750' WEST OF JENNINGS RD (Lat: 41.372589,  Lng: -81.962739),  Route carried "on" structure: County highway C0027,  Year Built: 2005,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 1,949 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,705 (year 2035),  Design Load: HS 20,  Features Intersected: SHADY DITCH (FRENCH CRK),  Facility Carried by Structure: BAGLEY ROAD CR 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 1833553,  Location: 2587' N OF JOHN RD (Lat: 41.404389,  Lng: -81.920939),  Route carried "on" structure: County highway C0170,  Year Built: 1979,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 6,081 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,440 (year 2035),  Design Load: H 15,  Features Intersected: FITCH LATERAL,  Facility Carried by Structure: FITCH ROAD CR 170
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.524,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Fair,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021

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Structure Number: 1834231,  Location: 716 FT S OF CEDAR PT RD (Lat: 41.404661,  Lng: -81.893111),  Route carried "on" structure: County highway C0174,  Year Built: 2009,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 2,936 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,075 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: WEST BR ROCKY RIVER,  Facility Carried by Structure: LEWIS ROAD CR 174
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.683,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 79.1 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: 47.3 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 desirable 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1834436,  Location: 712 FT E OF CORP LINE (Lat: 41.396650,  Lng: -81.928011),  Route carried "on" structure: County highway EZBLN,  Year Built: 1998,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,949 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,705 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER FITCH LATERAL,  Facility Carried by Structure: ELIZABETH LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021

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Structure Number: 1834959,  Location: 1000 FT NORTH OF BAGLEY (Lat: 41.375319,  Lng: -81.944269),  Route carried "on" structure: County highway 76,  Year Built: 2016,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 11,610 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,423 (year 2036),  Design Load: HL 93,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.320,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 49.6 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: 36.9 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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 9.27m (30.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1878514,  Location: 65 FT N. OF NANTUCKET DR. (Lat: 41.405181,  Lng: -81.922869),  Route carried "on" structure: City street REVER,  Year Built: 1967,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 500 (year 1993),  Truck Traffic: 5%,  Average Future Daily Traffic: 694 (year 2013),  Features Intersected: ROOT DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 1878549,  Location: 1600 FT S. OF BUTTERNUT R (Lat: 41.404119,  Lng: -81.912039),  Route carried "on" structure: City street SCANT,  Year Built: 1987,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 1,000 (year 1993),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,388 (year 2013),  Features Intersected: ROOT DITCH,  Facility Carried by Structure: S CANTERBURY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 55.1 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 1878558,  Location: 200 FT E FOREST RIDGE (Lat: 41.400419,  Lng: -81.936300),  Route carried "on" structure: City street WINDS,  Year Built: 2015,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 2,000 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,776 (year 2035),  Design Load: HL 93,  Features Intersected: WESTERLY LATERAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 64.8 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: 48.6 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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 1878603,  Location: 590 FT S. OF GOLF VIEW LA (Lat: 41.402600,  Lng: -81.916369),  Route carried "on" structure: Other road GREWY,  Year Built: 1995,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 100 (year 1996),  Truck Traffic: 5%,  Average Future Daily Traffic: 139 (year 2016),  Design Load: HS 20+Mod,  Features Intersected: ROOT DITCH,  Facility Carried by Structure: GREENWARD WAY SOUT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up

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Structure Number: 1890182,  Location: 1400 ft N of Cedar Point (Lat: 41.407781,  Lng: -81.882219),  Route carried "on" structure: Other road CMP,  Year Built: 1957,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 5,000 (year 1995),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,940 (year 2015),  Design Load: HS 20,  Features Intersected: Rocky River,  Facility Carried by Structure: Valley Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.327,  Lanes on structure: 2,  Owner: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: 3.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 189117,  Location: 20 ft S of Cedar Point Rd (Lat: 41.405931,  Lng: -81.886100),  Route carried "on" structure: Other road CMP,  Year Built: 1998,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 4,000 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,552 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: East Branch Rocky River,  Facility Carried by Structure: Valley Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.278,  Lanes on structure: 2,  Owner: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1810405,  Location: JCT. SR-252 WITH I-480 (Lat: 41.412981,  Lng: -81.902000),  Route carried "under" structure: Interstate 480,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 68,753 (year 2015),  Truck Traffic: 5%,  Features Intersected: SR 252 (0434) GRT NTN BL,  Facility Carried by Structure: SR 252
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 6.405,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1814001,  Location: 3.2 MI. W. OF JCT. SR-252 (Lat: 41.390419,  Lng: -81.956600),  Route carried "under" structure: Interstate 480,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 61,542 (year 2016),  Truck Traffic: 5%,  Features Intersected: CR-166 (BARTON RD.),  Facility Carried by Structure: BARTON RD
Minimum Vertical Clearance: 5.22m (17.13ft),  Kilometerpoint: 1.183,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 1814036,  Location: 2.5 MI. W. OF JCT. SR-252 (Lat: 41.395981,  Lng: -81.944019),  Route carried "under" structure: Interstate 480,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 75,617 (year 2016),  Truck Traffic: 4%,  Features Intersected: CR-76 (STEARNS RD),  Facility Carried by Structure: STEARNS RD
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 2.398,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 1814052,  Location: 2.0 MI. W. OF JCT. SR-252 (Lat: 41.398581,  Lng: -81.934211),  Route carried "under" structure: County highway 86,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1900),  Features Intersected: IR-480-0203,  Facility Carried by Structure: IR 480
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 2.044,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 1814079,  Location: 1.2 MI. W. OF JCT. SR-252 (Lat: 41.404769,  Lng: -81.921000),  Route carried "under" structure: County highway 170,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1900),  Features Intersected: IR-480-0286,  Facility Carried by Structure: IR 480
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 77.265,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1814095,  Location: .63 MI. W. OF JCT. SR-252 (Lat: 41.409019,  Lng: -81.913450),  Route carried "under" structure: Interstate 480,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 75,617 (year 2016),  Truck Traffic: 4%,  Features Intersected: BUTTERNUT RIDGE RD CR-9,  Facility Carried by Structure: BUTTERNUT RIDGE
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 5.386,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 1814109,  Location: 1.0 MI. E. OF JCT. SR-252 (Lat: 41.414950,  Lng: -81.893600),  Route carried "under" structure: Interstate 480,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 89,294 (year 2016),  Truck Traffic: 5%,  Features Intersected: COLUMBIA ROAD,  Facility Carried by Structure: COLUMBIA RD
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 7.152,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1814125,  Location: 1.4 MI. E. OF JCT. SR-252 (Lat: 41.419081,  Lng: -81.883439),  Route carried "under" structure: State highway 17,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 12,022 (year 2015),  Truck Traffic: 6%,  Features Intersected: I-480 (CUY-480-0501),  Facility Carried by Structure: IR 480
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 2.607,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 1814133,  Location: 1.1 MI. E. OF JCT. SR-252 (Lat: 41.422050,  Lng: -81.877569),  Route carried "under" structure: County highway 52,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 14,196 (year 2015),  Truck Traffic: 4%,  Features Intersected: IR-480-0540,  Facility Carried by Structure: IR 480
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.756,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 1829041,  Location: 1.8MI EAST OF SR-10 (Lat: 41.367700,  Lng: -81.959550),  Route carried "under" structure: Interstate 80K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 39,586 (year 2016),  Truck Traffic: 28%,  Features Intersected: JENNINGS RD MP1539,  Facility Carried by Structure: I80 OHIO TPK
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.970,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)