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

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Structure Number: 5000637,  Location: 1.88 MI N OF US 62 (Lat: 41.068839,  Lng: -80.752061),  Route carried "on" structure: County highway 146,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 8.70m (28.54ft),  Average Daily Traffic: 9,022 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 48,320 (year 2035),  Design Load: H 15,  Features Intersected: SR 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.771,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  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: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 5000661,  Location: 2.91 MI N OF US 62 (Lat: 41.083689,  Lng: -80.751769),  Route carried "on" structure: County highway C0162,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 8.86m (29.07ft),  Average Daily Traffic: 6,123 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,320 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: SR 11,  Facility Carried by Structure: NEW ROAD CR 162
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.516,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: April 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: 5000696,  Location: 3.31 MI N OF US 62 (Lat: 41.089461,  Lng: -80.751489),  Route carried "on" structure: City street M2280,  Year Built: 1968,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 1,949 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,320 (year 2035),  Design Load: H 15,  Features Intersected: SR 11,  Facility Carried by Structure: OAKCREST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  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: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5000718,  Location: 2.07 MI S OF IR 80 (Lat: 41.099581,  Lng: -80.752089),  Route carried "on" structure: County highway C0018,  Year Built: 1970,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 20,117 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 50,738 (year 2035),  Design Load: H 20,  Features Intersected: CR 18,  Facility Carried by Structure: MAHONING AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.259,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 5000726,  Location: 1.46 MI S OF IR 80 (Lat: 41.105539,  Lng: -80.755500),  Route carried "on" structure: State highway 11,  Year Built: 1970,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 19,149 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,579 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER NORQUEST BLVD CR-28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.416,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 500075,  Location: 1.46 MI S OF IR 80 (Lat: 41.105550,  Lng: -80.754989),  Route carried "on" structure: State highway 11,  Year Built: 1970,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 19,149 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,579 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER NORQUEST BLVD CR-28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.416,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5001935,  Location: 1.82 MI W OF SR 625 (Lat: 41.059600,  Lng: -80.717681),  Route carried "on" structure: US 62,  Year Built: 1990,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 7,112 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,871 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ANDERSON RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.519,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 5002346,  Location: 1.36 MI W OF SR46 (Lat: 41.120031,  Lng: -80.793450),  Route carried "on" structure: Interstate 80,  Year Built: 1969,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.37m (14.34ft),  Average Daily Traffic: 25,070 (year 2015),  Truck Traffic: 26%,  Average Future Daily Traffic: 34,797 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER TURNER RD CR-103
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.943,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 68.0 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: 51.8 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 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: 50024,  Location: 0.68 MI W OF SR46 (Lat: 41.123419,  Lng: -80.781400),  Route carried "on" structure: Interstate 80,  Year Built: 1969,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.48m (11.42ft),  Average Daily Traffic: 25,070 (year 2015),  Truck Traffic: 26%,  Average Future Daily Traffic: 34,797 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: OVER OHLTOWN RD CR-105
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.021,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 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: 5006422,  Location: 1.23 MI E OF IR 80 (Lat: 41.123461,  Lng: -80.727289),  Route carried "on" structure: County highway C0184,  Year Built: 1967,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 242 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,513 (year 2035),  Design Load: H 20,  Features Intersected: IR 680,  Facility Carried by Structure: LANTERMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 38.9 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: 29.2 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5029171,  Location: 0.9MI EAST OF EXIT 15 (Lat: 41.093411,  Lng: -80.824739),  Route carried "on" structure: County highway C0091,  Year Built: 1954,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 381 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,624 (year 2038),  Features Intersected: I76 OHIO TPK,  Facility Carried by Structure: LIPKEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.589,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  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: 27.4m (89.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 5029201,  Location: 1.9MI EAST OF EXIT 218 (Lat: 41.084189,  Lng: -80.812019),  Route carried "on" structure: Interstate 76K,  Year Built: 1954,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 9,975 (year 2013),  Truck Traffic: 23%,  Average Future Daily Traffic: 13,845 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: MEANDER RES&RD,  Facility Carried by Structure: I76 OH TPK EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.621,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.3 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5029228,  Location: 1.9MI EAST OF EXIT 218 (Lat: 41.084361,  Lng: -80.811819),  Route carried "on" structure: Interstate 76K,  Year Built: 1954,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 9,975 (year 2013),  Truck Traffic: 28%,  Average Future Daily Traffic: 13,845 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: MEANDER RES&RD,  Facility Carried by Structure: I76 OH TPK WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.621,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.3 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 502926,  Location: 3.3MI EAST OF EXIT 15 (Lat: 41.069981,  Lng: -80.791439),  Route carried "on" structure: Interstate 76K,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 8,300 (year 1990),  Truck Traffic: 28%,  Average Future Daily Traffic: 11,520 (year 2010),  Features Intersected: TURNER RD,  Facility Carried by Structure: I76 OH TPK EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.971,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.3 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: 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: 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: 5029279,  Location: 3.3MI EAST OF EXIT 15 (Lat: 41.070319,  Lng: -80.791431),  Route carried "on" structure: Interstate 76K,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 8,200 (year 1990),  Truck Traffic: 28%,  Average Future Daily Traffic: 11,382 (year 2010),  Design Load: HS 20,  Features Intersected: TURNER RD,  Facility Carried by Structure: I76 OH TPK WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.971,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: 5029295,  Location: 3.4MI EAST OF EXIT 15 (Lat: 41.069211,  Lng: -80.790619),  Route carried "on" structure: Interstate 76K,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 10,672 (year 2015),  Truck Traffic: 28%,  Average Future Daily Traffic: 14,813 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: KIRK RD,  Facility Carried by Structure: I76 OH TPK EB
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 6.099,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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: Better than 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: 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: 5029309,  Location: 3.4MI EAST OF EXIT 15 (Lat: 41.069200,  Lng: -80.790231),  Route carried "on" structure: Interstate 76K,  Year Built: 1954,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 8,200 (year 1990),  Truck Traffic: 28%,  Average Future Daily Traffic: 11,382 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: KIRK RD,  Facility Carried by Structure: I76 OH TPK WB
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 6.099,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: 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 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: 5030048,  Location: 0.5MI.W OF MAHONING AVE (Lat: 41.102450,  Lng: -80.716311),  Route carried "on" structure: County highway C0018,  Year Built: 1925,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 14,609 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,277 (year 2035),  Design Load: H 15,  Features Intersected: BEARS DEN RUN,  Facility Carried by Structure: MAHONING AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.998,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5030129,  Location: 0.3MI.N OF RACCOON RD. (Lat: 41.120850,  Lng: -80.733731),  Route carried "on" structure: County highway 119,  Year Built: 1931,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 6,047 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,393 (year 2035),  Design Load: HS 15,  Features Intersected: FOUR MILE RUN,  Facility Carried by Structure: FOUR MILE RUN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.380,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  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: 74.5 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 replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 15.24m (50.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $145,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5030277,  Location: 0.9MI.W OF TURNER RD (Lat: 41.097689,  Lng: -80.809861),  Route carried "on" structure: County highway C0018,  Year Built: 1955,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 6,552 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,094 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MEANDER RESERVOIR,  Facility Carried by Structure: MAHONING AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 84.2 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.43m (37.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: May 2017,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $160,000,  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: 5030307,  Location: OVER MEANDER RESERVOIR (Lat: 41.097689,  Lng: -80.809861),  Route carried "on" structure: County highway C0018,  Year Built: 1995,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 6,552 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,094 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MEANDER RESERVOIR,  Facility Carried by Structure: MAHONING AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5048109,  Location: 0.7 miles west of SR 45 (Lat: 41.100261,  Lng: -80.822369),  Route carried "on" structure: County highway C0018,  Year Built: 1955,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 13,104 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,188 (year 2035),  Design Load: HS 20,  Features Intersected: A W TBY MEANDER RESEROIR,  Facility Carried by Structure: Mahoning Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.033,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: 68.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $20,000

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Structure Number: 5048257,  Location: 0.8MI.E OF LIPKEY RD (Lat: 41.069319,  Lng: -80.810019),  Route carried "on" structure: County highway 146,  Year Built: 1986,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 2,318 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,217 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MEANDER RESERVOIR,  Facility Carried by Structure: KIRK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.959,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5048265,  Location: 0.1MI.E OF LIPKEY RD. (Lat: 41.062239,  Lng: -80.822550),  Route carried "on" structure: County highway 118,  Year Built: 1989,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 222 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 308 (year 2035),  Design Load: HS 20,  Features Intersected: MEANDER CREEK,  Facility Carried by Structure: GIBSON RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very 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: Equal to 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,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7803303,  Location: 1.22 MI W OF US 422 (Lat: 41.141681,  Lng: -80.720269),  Route carried "on" structure: County highway C0064,  Year Built: 1967,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 3,147 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 56,238 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IR 80,  Facility Carried by Structure: SALT SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 24.0m (78.7ft)

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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5000637,  Location: 1.88 MI N OF US 62 (Lat: 41.068839,  Lng: -80.752061),  Route carried "under" structure: State highway 11,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 34,813 (year 2015),  Truck Traffic: 8%,  Features Intersected: UNDER KIRK RD CR-146,  Facility Carried by Structure: KIRK ROAD CR 146
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 19.296,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 5000661,  Location: 2.91 MI N OF US 62 (Lat: 41.083689,  Lng: -80.751769),  Route carried "under" structure: State highway 11,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 34,813 (year 2015),  Truck Traffic: 8%,  Features Intersected: UNDER NEW RD CR-162,  Facility Carried by Structure: NEW ROAD CR 162
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 20.954,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 5000696,  Location: 3.31 MI N OF US 62 (Lat: 41.089461,  Lng: -80.751489),  Route carried "under" structure: State highway 11,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 34,813 (year 2015),  Truck Traffic: 8%,  Features Intersected: UNDER OAKCREST DRIVE,  Facility Carried by Structure: OAKCREST DRIVE
Minimum Vertical Clearance: 4.76m (15.62ft),  Kilometerpoint: 21.581,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 5000718,  Location: 2.07 MI S OF IR 80 (Lat: 41.099581,  Lng: -80.752089),  Route carried "under" structure: State highway 11,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 36,555 (year 2015),  Truck Traffic: 7%,  Features Intersected: UNDER MAHONING AVE CR-18,  Facility Carried by Structure: MAHONING AVENUE
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 22.708,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 5000726,  Location: 1.46 MI S OF IR 80 (Lat: 41.105539,  Lng: -80.755500),  Route carried "under" structure: County highway 284,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,227 (year 2015),  Truck Traffic: 5%,  Features Intersected: SR 11,  Facility Carried by Structure: SR 11
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 500075,  Location: 1.46 MI S OF IR 80 (Lat: 41.105550,  Lng: -80.754989),  Route carried "under" structure: County highway 284,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,227 (year 2015),  Truck Traffic: 5%,  Features Intersected: SR 11,  Facility Carried by Structure: SR 11
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 5002346,  Location: 1.36 MI W OF SR46 (Lat: 41.120031,  Lng: -80.793450),  Route carried "under" structure: County highway 103,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 977 (year 2015),  Truck Traffic: 5%,  Features Intersected: IR 80,  Facility Carried by Structure: E.B. IR80
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 95.756,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.6m (41.3ft)

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Structure Number: 50024,  Location: 0.68 MI W OF SR46 (Lat: 41.123419,  Lng: -80.781400),  Route carried "under" structure: County highway 105,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,674 (year 2015),  Truck Traffic: 5%,  Features Intersected: IR 80,  Facility Carried by Structure: E.B. IR80
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 2.881,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 5006422,  Location: 1.23 MI E OF IR 80 (Lat: 41.123461,  Lng: -80.727289),  Route carried "under" structure: Interstate 680,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 33,511 (year 2015),  Truck Traffic: 8%,  Features Intersected: UNDER LANTERMAN RD CR-18,  Facility Carried by Structure: LANTERMAN ROAD
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 1.979,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 5029171,  Location: 0.9MI EAST OF EXIT 15 (Lat: 41.093411,  Lng: -80.824739),  Route carried "under" structure: Interstate 76K,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 21,343 (year 2015),  Truck Traffic: 28%,  Features Intersected: LIPKEY RD,  Facility Carried by Structure: I76 OH TPK
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 502926,  Location: 3.3MI EAST OF EXIT 15 (Lat: 41.069981,  Lng: -80.791439),  Route carried "under" structure: County highway 103,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 1972),  Features Intersected: I76 OHIO TPK EB,  Facility Carried by Structure: TURNER RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 3.943,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 5029279,  Location: 3.3MI EAST OF EXIT 15 (Lat: 41.070319,  Lng: -80.791431),  Route carried "under" structure: County highway 103,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 1972),  Truck Traffic: 10%,  Features Intersected: I76 OHIO TPK WB,  Facility Carried by Structure: TURNER RD
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 3.959,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 5029295,  Location: 3.4MI EAST OF EXIT 15 (Lat: 41.069211,  Lng: -80.790619),  Route carried "under" structure: County highway 146,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 5,231 (year 2015),  Truck Traffic: 5%,  Features Intersected: I76 OHIO TPK EB,  Facility Carried by Structure: KIRK RD
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 5.617,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 5029309,  Location: 3.4MI EAST OF EXIT 15 (Lat: 41.069200,  Lng: -80.790231),  Route carried "under" structure: County highway 146,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1970),  Truck Traffic: 10%,  Features Intersected: I76 OHIO TPK WB,  Facility Carried by Structure: KIRK RD
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 5.649,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 7803303,  Location: 1.22 MI W OF US 422 (Lat: 41.141681,  Lng: -80.720269),  Route carried "under" structure: Interstate 80,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 40,517 (year 2015),  Truck Traffic: 20%,  Features Intersected: UNDER SALT SPRINGS RD,  Facility Carried by Structure: SALT SPRINGS ROAD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 1.593,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)