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

Find on map >>   Show street view

Structure Number: 7700164,  Location: 0.86 MI S OF SR 303 (Lat: 41.219889,  Lng: -81.489069),  Route carried "on" structure: State highway 8,  Year Built: 1987,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 23,279 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 32,311 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER REL BARLOW RD CR-12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.087,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 32.5m (106.6ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Very 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7710445,  Location: 2.63 MI E OF SR 91 (Lat: 41.277089,  Lng: -81.409811),  Route carried "on" structure: Interstate 480,  Year Built: 1965,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 18,425 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 25,574 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER STOW RD CR-106
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.990,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 7710534,  Location: 2.63 MI E OF SR 91 (Lat: 41.276739,  Lng: -81.410019),  Route carried "on" structure: Interstate 480,  Year Built: 1965,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 18,425 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 25,574 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER STOW RD CR-106
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.990,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 7710569,  Location: 3.33 MI E OF SR 91 (Lat: 41.269661,  Lng: -81.400731),  Route carried "on" structure: County highway C0132,  Year Built: 1965,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 1,692 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 51,148 (year 2035),  Design Load: H 15,  Features Intersected: I-480,  Facility Carried by Structure: MIDDLETOWN RD # 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.343,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 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: 25.9 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 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 7710593,  Location: 3.78 MI E OF SR 91 (Lat: 41.266050,  Lng: -81.393369),  Route carried "on" structure: Interstate 480,  Year Built: 1965,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 18,425 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 25,574 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: TINKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.840,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 7710623,  Location: 3.78 MI E OF SR 91 (Lat: 41.265831,  Lng: -81.393550),  Route carried "on" structure: Interstate 480,  Year Built: 1965,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 18,425 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 25,574 (year 2035),  Design Load: HS 20,  Features Intersected: TINKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.840,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 7729782,  Location: 1.2MI EAST OF EXIT 12 (Lat: 41.255331,  Lng: -81.472300),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 34,729 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 48,204 (year 2035),  Design Load: H 20,  Features Intersected: BRANDYWINE CREEK,  Facility Carried by Structure: I80 TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.176,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.8m (124.0ft),  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: Good,  Culverts: Satisfactory,  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: 35.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021

Find on map >>   Show street view

Structure Number: 772982,  Location: 1.8MI EAST OF EXIT 12 (Lat: 41.254761,  Lng: -81.461250),  Route carried "on" structure: City street M2656,  Year Built: 1954,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 1,295 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,204 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: PROSPECT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.7 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: 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 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 7729863,  Location: 2.9MI EAST OF EXIT 12 (Lat: 41.254350,  Lng: -81.440439),  Route carried "on" structure: State highway 91,  Year Built: 1954,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 12,960 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 48,204 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I80 OHIO TPK
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 25.170,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  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: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7729898,  Location: 3.9MIEAST OF EXIT 12 (Lat: 41.253350,  Lng: -81.421631),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 34,729 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 48,204 (year 2035),  Design Load: HS 20,  Features Intersected: HUDSON-AURORA RD,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.409,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 37.5m (123.0ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 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: 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

Find on map >>   Show street view

Structure Number: 7729936,  Location: 2.5MI WEST OF EXIT 13 (Lat: 41.252581,  Lng: -81.411081),  Route carried "on" structure: County highway C0106,  Year Built: 1954,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 10,484 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,204 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: STOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.139,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 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,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 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

Find on map >>   Show street view

Structure Number: 7729979,  Location: 1.6MI WEST OF EXIT 187 (Lat: 41.254089,  Lng: -81.395381),  Route carried "on" structure: Interstate 80K,  Year Built: 1954,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 30.11m (98.79ft),  Average Daily Traffic: 34,729 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 48,204 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: TINKERS CR & SWAMP,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.662,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.3m (119.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 37.3m (122.4ft),  Out-to-Out Width: 38.2m (125.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 68.0 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: Somewhat better than minimum adequacy,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 774005,  Location: 4700 FT E OF STOW RD (Lat: 41.261900,  Lng: -81.394311),  Route carried "on" structure: County highway C0039,  Year Built: 1965,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 4,730 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,565 (year 2038),  Design Load: H 20,  Features Intersected: TINKERS CREEK,  Facility Carried by Structure: HUDSON-AURORA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.764,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 7740085,  Location: 100 FT W WALTERS RD (Lat: 41.260281,  Lng: -81.489189),  Route carried "on" structure: County highway C0115,  Year Built: 1950,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 6,920 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,605 (year 2038),  Design Load: H 15,  Features Intersected: BRANDYWINE CREEK,  Facility Carried by Structure: E. HINES HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.582,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: 25.9 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7740131,  Location: 2400 FT W OF HUDSON DR (Lat: 41.217739,  Lng: -81.451811),  Route carried "on" structure: County highway C0509,  Year Built: 1966,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 7,483 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,386 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RW,  Facility Carried by Structure: TEREX RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.798,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 774022,  Location: 500 FT S OF HUDSON-AURORA (Lat: 41.259931,  Lng: -81.407069),  Route carried "on" structure: City street 2903,  Year Built: 1977,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 150 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 208 (year 2008),  Design Load: HS 20+Mod,  Features Intersected: WAGAR DITCH,  Facility Carried by Structure: DILLMAN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 61.6 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 7740263,  Location: 700 FT S OF HUDSON-AURORA (Lat: 41.259669,  Lng: -81.404111),  Route carried "on" structure: City street 1553,  Year Built: 1990,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 600 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 833 (year 2008),  Design Load: HS 20,  Features Intersected: BR. TINKERS CK,  Facility Carried by Structure: HUNTINGTON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7740298,  Location: INTER HUDSON-AURORA&STOW (Lat: 41.261669,  Lng: -81.411669),  Route carried "on" structure: County highway C0106,  Year Built: 1993,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 16,246 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,549 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: WAGAR DITCH,  Facility Carried by Structure: HUDSON-AURORA&STOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.056,  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: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

Find on map >>   Show street view

Structure Number: 7740301,  Location: 400 FT W OF HUDSON ROAD (Lat: 41.202950,  Lng: -81.456039),  Route carried "on" structure: County highway 145,  Year Built: 2003,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 3,113 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,321 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: POWERS BROOK,  Facility Carried by Structure: SEASONS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.347,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 7740328,  Location: 200 FT W OF ALLEN RD (Lat: 41.203331,  Lng: -81.473331),  Route carried "on" structure: County highway 145,  Year Built: 2010,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 3,020 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,192 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: MUD BROOK,  Facility Carried by Structure: SEASONS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft)

Condition: Channel: Very good,  Culverts: Very good,  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 desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 7740352,  Location: 300 FT E OF MIDDLETON RD (Lat: 41.269311,  Lng: -81.392931),  Route carried "on" structure: County highway C0012,  Year Built: 2015,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 1,566 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,174 (year 2038),  Design Load: HL 93,  Features Intersected: TINKERS CREEK,  Facility Carried by Structure: RAVENNA RD - CR 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 61.6 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: 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: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7741022,  Location: 3200 FT W OF DARROW RD (Lat: 41.248981,  Lng: -81.452011),  Route carried "on" structure: City street M0142,  Year Built: 1973,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 150 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 208 (year 2008),  Design Load: HS 20+Mod,  Features Intersected: BR BRANDYWINE CREEK,  Facility Carried by Structure: W PROSPECT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.1m (36.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 774103,  Location: 500 FT W OF ATTERBURY BLV (Lat: 41.246100,  Lng: -81.470431),  Route carried "on" structure: County highway C0032,  Year Built: 1985,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 5,568 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,728 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BRANDYWINE CREEK,  Facility Carried by Structure: D BOSTON MILLS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.645,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7741049,  Location: 100 FT E OF ATTERBURY BLV (Lat: 41.245650,  Lng: -81.468331),  Route carried "on" structure: County highway C0032,  Year Built: 1989,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,568 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,728 (year 2035),  Design Load: HS 20,  Features Intersected: BRANDYWINE CREEK,  Facility Carried by Structure: D BOSTON MILLS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.822,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7756097,  Location: 150 FT N of Old Mill Rd (Lat: 41.285169,  Lng: -81.406100),  Route carried "on" structure: County highway C0012,  Year Built: 2014,  Status: Open,  Structure Length: 2.64m (8.66ft),  Average Daily Traffic: 4,513 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,264 (year 2035),  Design Load: HL 93,  Features Intersected: TINKERS CREEK,  Facility Carried by Structure: Ravenna Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.8m (84.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.64m (8.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Total Project Cost: $1,843,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7767811,  Location: 200 FT N OF BOSTON MILLS (Lat: 41.246000,  Lng: -81.466500),  Route carried "on" structure: City street INGLE,  Year Built: 1900,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,568 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,728 (year 2035),  Design Load: HS 20,  Features Intersected: BRANDYWINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 16.2 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7767862,  Location: 200 FT S OF BRANDYWINE DR (Lat: 41.250219,  Lng: -81.449500),  Route carried "on" structure: City street BLACK,  Year Built: 1989,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 110 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 153 (year 2027),  Design Load: HS 20,  Features Intersected: BRANDYWINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  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: 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 776787,  Location: 1400 FT W OF SR91 (Lat: 41.251969,  Lng: -81.446169),  Route carried "on" structure: City street BRAND,  Year Built: 1989,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 110 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 153 (year 2027),  Design Load: HS 20,  Features Intersected: BRANDYWINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  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: 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7767897,  Location: 900 FT W OF SR91 (Lat: 41.242350,  Lng: -81.444331),  Route carried "on" structure: City street CLINT,  Year Built: 2003,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 110 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 153 (year 2027),  Design Load: HS 20,  Features Intersected: BRANDYWINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  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: 51.8 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7767919,  Location: 1700 FT W OF SR91 (Lat: 41.236689,  Lng: -81.447219),  Route carried "on" structure: City street VETER,  Year Built: 2004,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 4,900 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,801 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RAILROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7767994,  Location: NORTH OF BRENTWOOD DRIVE (Lat: 41.249139,  Lng: -81.459639),  Route carried "on" structure: City street ATTER,  Year Built: 2009,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 694 (year 2027),  Design Load: HS 25 or greater,  Features Intersected: BRANDYWINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7700164,  Location: 0.86 MI S OF SR 303 (Lat: 41.219889,  Lng: -81.489069),  Route carried "under" structure: County highway 121,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 6,651 (year 2015),  Truck Traffic: 5%,  Features Intersected: SR 8,  Facility Carried by Structure: SR 8
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.129,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

Find on map >>   Show street view

Structure Number: 7710445,  Location: 2.63 MI E OF SR 91 (Lat: 41.277089,  Lng: -81.409811),  Route carried "under" structure: County highway 106,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 5,518 (year 2015),  Truck Traffic: 5%,  Features Intersected: I-480,  Facility Carried by Structure: I.R. 480
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 12.875,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

Find on map >>   Show street view

Structure Number: 7710534,  Location: 2.63 MI E OF SR 91 (Lat: 41.276739,  Lng: -81.410019),  Route carried "under" structure: County highway 106,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 5,518 (year 2015),  Truck Traffic: 5%,  Features Intersected: I-480,  Facility Carried by Structure: I.R. 480
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 12.843,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

Find on map >>   Show street view

Structure Number: 7710569,  Location: 3.33 MI E OF SR 91 (Lat: 41.269661,  Lng: -81.400731),  Route carried "under" structure: Interstate 480,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 36,850 (year 2015),  Truck Traffic: 12%,  Features Intersected: UNDER MIDDLETOWN RD CR13,  Facility Carried by Structure: MIDDLETOWN RD # 13
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 13.116,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

Find on map >>   Show street view

Structure Number: 772982,  Location: 1.8MI EAST OF EXIT 12 (Lat: 41.254761,  Lng: -81.461250),  Route carried "under" structure: Spur Interstate 80K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 34,729 (year 2015),  Truck Traffic: 14%,  Features Intersected: PROSPECT RD,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 16.077,  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: 21.0m (68.9ft)

Find on map >>   Show street view

Structure Number: 7729863,  Location: 2.9MI EAST OF EXIT 12 (Lat: 41.254350,  Lng: -81.440439),  Route carried "under" structure: Interstate 80K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 34,729 (year 2015),  Truck Traffic: 14%,  Features Intersected: SR 91,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 17.848,  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)

Find on map >>   Show street view

Structure Number: 7729898,  Location: 3.9MIEAST OF EXIT 12 (Lat: 41.253350,  Lng: -81.421631),  Route carried "under" structure: County highway 39,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 6,480 (year 2015),  Truck Traffic: 5%,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: HUDSON-AURORA RD
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 2.060,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

Find on map >>   Show street view

Structure Number: 7729936,  Location: 2.5MI WEST OF EXIT 13 (Lat: 41.252581,  Lng: -81.411081),  Route carried "under" structure: Interstate 80K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 34,729 (year 2015),  Truck Traffic: 14%,  Features Intersected: STOW RD,  Facility Carried by Structure: I80 OH TPK
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 20.310,  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)