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


  • National Bridge Inventory (NBI) Statistics
  • 74Number of bridges
  • 830ft / 253mTotal length
  • 501,709Total average daily traffic
  • 66,161Total average daily truck traffic
  • 444,734Total future (year 2039) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Massillon
  • No street view available for this location

New bridges in Massillon, OH - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 11910-1919
  • 21920-1929
  • 21930-1939
  • 51940-1949
  • 151950-1959
  • 211960-1969
  • 211970-1979
  • 11980-1989
  • 21990-1999
  • 32000-2009
Reconstructed bridges in Massillon, OH - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11930-1939
  • 01940-1949
  • 01950-1959
  • 01960-1969
  • 41970-1979
  • 41980-1989
  • 11990-1999
  • 112000-2009
Average Bridge Daily Traffic in Massillon, OH
Average Bridge Truck Traffic in Massillon, OH
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.4%Excellent
  • 22.2%Very good
  • 26.7%Good
  • 37.8%Satisfactory
  • 4.4%Fair
  • 4.4%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 12.8%Excellent
  • 19.1%Very good
  • 36.2%Good
  • 14.9%Satisfactory
  • 12.8%Fair
  • 4.3%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 4.3%Excellent
  • 29.8%Very good
  • 23.4%Good
  • 25.5%Satisfactory
  • 12.8%Fair
  • 2.1%Poor
  • 2.1%Serious
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 5.9%Excellent
  • 17.6%Very good
  • 32.4%Good
  • 26.5%Satisfactory
  • 11.8%Fair
  • 5.9%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 16.7%Good
  • 50.0%Satisfactory
  • 33.3%Fair
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Structure Number: 7600151,  Location: 0.73 MI N OF US 62 (Lat: 40.768511,  Lng: -81.520406),  Route carried "on" structure: City street 77,  Year Built: 1969,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.99m (19.65ft),  Average Daily Traffic: 6,498 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,255 (year 2039),  Design Load: H 20,  Features Intersected: SR 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 139.0m (456.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 40.5 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 12 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7600151,  Location: 0.73 MI N OF US 62 (Lat: 40.768511,  Lng: -81.520406),  Route carried "under" structure: State highway 21,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 18,195 (year 2015),  Truck Traffic: 9%,  Features Intersected: UNDER ERIE ST TR-77,  Facility Carried by Structure: ERIE STREET TR 77
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 14.449,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 1.8m (5.9ft)

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Structure Number: 7600186,  Location: JCT OF SR 21 AND SR 241 (Lat: 40.781333,  Lng: -81.517039),  Route carried "on" structure: State highway 241,  Year Built: 1969,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 7,280 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,105 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: OVER STA-SR 21-9.91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.566,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 1.8m (5.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 40.5 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7600186,  Location: JCT OF SR 21 AND SR 241 (Lat: 40.781333,  Lng: -81.517039),  Route carried "under" structure: State highway 21,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 24,548 (year 2015),  Truck Traffic: 9%,  Features Intersected: SR 21,  Facility Carried by Structure: SR 241
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 15.945,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 760038,  Location: 0.85 MI. N. OF JCT SR 241 (Lat: 40.793028,  Lng: -81.528397),  Route carried "on" structure: County highway T321A,  Year Built: 1947,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 2,830 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,928 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SR 21,  Facility Carried by Structure: TREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.245,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.9 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: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 760038,  Location: 0.85 MI. N. OF JCT SR 241 (Lat: 40.793028,  Lng: -81.528397),  Route carried "under" structure: State highway 21,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 20,794 (year 2015),  Truck Traffic: 9%,  Features Intersected: TREMONT AVENUE,  Facility Carried by Structure: TREMONT AVE
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 17.554,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 7600488,  Location: 4.10 MI N OF SR 30 (Lat: 40.814744,  Lng: -81.529564),  Route carried "on" structure: State highway 21,  Year Built: 1957,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 21.82m (71.59ft),  Average Daily Traffic: 6,826 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,474 (year 2039),  Design Load: HS 20,  Features Intersected: TUSC RIVER,TR353 RJCL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.008,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7600488,  Location: 4.10 MI N OF SR 30 (Lat: 40.814744,  Lng: -81.529564),  Route carried "under" structure: City street 353,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 951 (year 2015),  Truck Traffic: 5%,  Features Intersected: SR 21,  Facility Carried by Structure: SR 21
Minimum Vertical Clearance: 7.04m (23.10ft),  Kilometerpoint: 0.029,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.4m (194.9ft)

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Structure Number: 7600518,  Location: 4.10 MI N OF SR 30 (Lat: 40.814969,  Lng: -81.529403),  Route carried "on" structure: State highway 21,  Year Built: 1957,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 21.82m (71.59ft),  Average Daily Traffic: 6,826 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,474 (year 2039),  Design Load: HS 20,  Features Intersected: TUSC RIVER,TR353 RJCL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.008,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7600518,  Location: 4.10 MI N OF SR 30 (Lat: 40.814969,  Lng: -81.529403),  Route carried "under" structure: City street 353,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 951 (year 2015),  Truck Traffic: 5%,  Features Intersected: SR 21,  Facility Carried by Structure: SR 21
Minimum Vertical Clearance: 7.04m (23.10ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.4m (194.9ft)

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Structure Number: 7600682,  Location: 0.44 MI W OF SR 241 (Lat: 40.794542,  Lng: -81.529672),  Route carried "on" structure: State highway 172,  Year Built: 1948,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 20.92m (68.64ft),  Average Daily Traffic: 16,514 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,921 (year 2039),  Design Load: HS 20,  Features Intersected: W&LE-NS RR,SR 21, TUS R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.088,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 2.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2017,  Underwater Inspection Date: July 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7600682,  Location: 0.44 MI W OF SR 241 (Lat: 40.794542,  Lng: -81.529672),  Route carried "under" structure: State highway 21,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 19,652 (year 2015),  Truck Traffic: 9%,  Features Intersected: SR 172 (LINCOLNWAY V'DT),  Facility Carried by Structure: SR 172
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 17.747,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 760072,  Location: 1.75 MI E OF SR 93 (Lat: 40.796153,  Lng: -81.568794),  Route carried "on" structure: State highway 172,  Year Built: 1950,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,463 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,135 (year 2039),  Design Load: H 20,  Features Intersected: BR NEWMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.758,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.5 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7602049,  Location: 2.99 MI E OF SR 93 (Lat: 40.710742,  Lng: -81.552183),  Route carried "on" structure: US 62,  Year Built: 1970,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 3,741 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,193 (year 2039),  Design Load: HS 20,  Features Intersected: OVER WHEELING&L ERIE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.456,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 760492,  Location: 0.49 MI S OF US 30 (Lat: 40.772533,  Lng: -81.603869),  Route carried "on" structure: State highway 93,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,951 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,096 (year 2039),  Design Load: HS 15,  Features Intersected: BR PIGEON RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.993,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2017
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Structure Number: 7605021,  Location: 0.16 MI N OF SR 172 (Lat: 40.800556,  Lng: -81.602222),  Route carried "on" structure: State highway 93,  Year Built: 2009,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,951 (year 2015),  Truck Traffic: 23%,  Average Future Daily Traffic: 4,096 (year 2039),  Design Load: HL 93,  Features Intersected: BR TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.099,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 40.5 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7605994,  Location: 0.06 MI N OF SR 687 (Lat: 40.855622,  Lng: -81.524683),  Route carried "on" structure: State highway 236,  Year Built: 1985,  Status: Open,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 2,092 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,904 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MUDBROOK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.181,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 7606125,  Location: JCT OF SR 241 AND US 30 (Lat: 40.768278,  Lng: -81.582181),  Route carried "on" structure: State highway 241,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 6,931 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,620 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: OVER STA-US 30-4.00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.679,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 186.0m (610.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7606125,  Location: JCT OF SR 241 AND US 30 (Lat: 40.768278,  Lng: -81.582181),  Route carried "under" structure: US 30,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 18,061 (year 2015),  Truck Traffic: 18%,  Features Intersected: SR 241,  Facility Carried by Structure: SR 241
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 6.436,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 7606176,  Location: 0.18 MI W OF SR 21 (Lat: 40.781375,  Lng: -81.520036),  Route carried "on" structure: State highway 241,  Year Built: 1969,  Status: Open,  Structure Length: 22.19m (72.80ft),  Average Daily Traffic: 8,164 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,332 (year 2039),  Design Load: HS 20,  Features Intersected: RJCL & W&LE RRS, TUSC RI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.325,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7607164,  Location: 2.59 MI W OF SR 93 (Lat: 40.796358,  Lng: -81.648317),  Route carried "on" structure: County highway 103,  Year Built: 1968,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 2,000 (year 1900),  Average Future Daily Traffic: 23,303 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: US-30,  Facility Carried by Structure: DEERFIELD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.358,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 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 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7607164,  Location: 2.59 MI W OF SR 93 (Lat: 40.796358,  Lng: -81.648317),  Route carried "under" structure: US 30,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 16,789 (year 2015),  Truck Traffic: 18%,  Features Intersected: UNDER DEERFIELD AVE CR10,  Facility Carried by Structure: DEERFIELD AVENUE
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.4m (63.6ft)

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Structure Number: 760718,  Location: 1.73 MI W OF SR 93 (Lat: 40.791211,  Lng: -81.632103),  Route carried "on" structure: US 30,  Year Built: 1968,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 8,395 (year 2015),  Truck Traffic: 18%,  Average Future Daily Traffic: 11,652 (year 2039),  Design Load: HS 20,  Features Intersected: OVER ALABAMA AVE CR-314
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.148,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.4m (4.6ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 760718,  Location: 1.73 MI W OF SR 93 (Lat: 40.791211,  Lng: -81.632103),  Route carried "under" structure: County highway 314,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,654 (year 2015),  Truck Traffic: 7%,  Features Intersected: US-30F,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.687,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 1.4m (4.6ft)

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Structure Number: 7607202,  Location: 1.73 MI W OF SR 93 (Lat: 40.791547,  Lng: -81.632025),  Route carried "on" structure: US 30,  Year Built: 1968,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 8,395 (year 2015),  Truck Traffic: 18%,  Average Future Daily Traffic: 11,652 (year 2039),  Design Load: HS 20,  Features Intersected: OVER ALABAMA AVE CR-314
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.148,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.4m (4.6ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 7607202,  Location: 1.73 MI W OF SR 93 (Lat: 40.791547,  Lng: -81.632025),  Route carried "under" structure: County highway 314,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,654 (year 2015),  Truck Traffic: 7%,  Features Intersected: US-30F,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 6.887,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 1.4m (4.6ft)

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Structure Number: 7607229,  Location: JCT OF SR 30 AND SR 93 (Lat: 40.779094,  Lng: -81.603814),  Route carried "on" structure: US 30,  Year Built: 1968,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 8,395 (year 2015),  Truck Traffic: 18%,  Average Future Daily Traffic: 11,652 (year 2039),  Design Load: HS 20,  Features Intersected: OVER STA-SR 93-10.38
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.248,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.5 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 7607229,  Location: JCT OF SR 30 AND SR 93 (Lat: 40.779094,  Lng: -81.603814),  Route carried "under" structure: State highway 93,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 2,951 (year 2015),  Truck Traffic: 15%,  Features Intersected: UNDER US-30F,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 16.701,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 7607245,  Location: JCT OF SR 30 AND SR 93 (Lat: 40.779436,  Lng: -81.603706),  Route carried "on" structure: US 30,  Year Built: 1968,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 8,395 (year 2015),  Truck Traffic: 18%,  Average Future Daily Traffic: 11,652 (year 2039),  Design Load: HS 20,  Features Intersected: OVER STA-SR 93-10.40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.248,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 7607245,  Location: JCT OF SR 30 AND SR 93 (Lat: 40.779436,  Lng: -81.603706),  Route carried "under" structure: State highway 93,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 2,951 (year 2015),  Truck Traffic: 16%,  Features Intersected: UNDER US-30F,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 16.734,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 7607261,  Location: 1.34 MI E OF SR 241 (Lat: 40.760836,  Lng: -81.558625),  Route carried "on" structure: US 30,  Year Built: 1971,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 9,667 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 13,418 (year 2039),  Design Load: HS 20,  Features Intersected: OVER PIGEON RUN AVE CR32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.592,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 7607261,  Location: 1.34 MI E OF SR 241 (Lat: 40.760836,  Lng: -81.558625),  Route carried "under" structure: County highway 320,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 690 (year 2015),  Truck Traffic: 2%,  Features Intersected: US 30,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 6.629,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 7607296,  Location: 1.34 MI E OF SR 241 (Lat: 40.761225,  Lng: -81.558364),  Route carried "on" structure: US 30,  Year Built: 1971,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 9,667 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 13,418 (year 2039),  Design Load: HS 20,  Features Intersected: OVER PIGEON RUN AVE CR32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.592,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 7607296,  Location: 1.34 MI E OF SR 241 (Lat: 40.761225,  Lng: -81.558364),  Route carried "under" structure: County highway 320,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 834 (year 2015),  Truck Traffic: 3%,  Features Intersected: US 30,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 6.677,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 7607326,  Location: 1.67 MI W OF SR 21 (Lat: 40.757161,  Lng: -81.546736),  Route carried "on" structure: US 30,  Year Built: 1971,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 9,667 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 13,418 (year 2039),  Design Load: HS 20,  Features Intersected: OVER CARMONT AVE CR-333
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.686,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  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: 1.1m (3.6ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 7607326,  Location: 1.67 MI W OF SR 21 (Lat: 40.757161,  Lng: -81.546736),  Route carried "under" structure: County highway 333,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 1,153 (year 2015),  Truck Traffic: 2%,  Features Intersected: US30,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 3.459,  Lanes on structure: 2,  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: 7607342,  Location: 1.67 MI W OF SR 21 (Lat: 40.757442,  Lng: -81.546669),  Route carried "on" structure: US 30,  Year Built: 1971,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 9,667 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 13,418 (year 2039),  Design Load: HS 20,  Features Intersected: OVER CARMONT AVE CR-333
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.686,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  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: 1.1m (3.6ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.5 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: 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: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 7607342,  Location: 1.67 MI W OF SR 21 (Lat: 40.757442,  Lng: -81.546669),  Route carried "under" structure: County highway 333,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 1,153 (year 2015),  Truck Traffic: 2%,  Features Intersected: US30,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 3.475,  Lanes on structure: 2,  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: 7607369,  Location: 1.00 MI W OF SR 21 (Lat: 40.757758,  Lng: -81.534478),  Route carried "on" structure: US 30,  Year Built: 1969,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 9,667 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 13,418 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: OVER TUS RIV W&LE&RJCL R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 40.5 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7607385,  Location: 1.00 MI W OF SR 21 (Lat: 40.758056,  Lng: -81.534692),  Route carried "on" structure: US 30,  Year Built: 1969,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 9,667 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 13,418 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: OVER TUS RIV W&LE&RJCL R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 40.5 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7607407,  Location: 0.30 MI W OF US 62 (Lat: 40.760703,  Lng: -81.516419),  Route carried "on" structure: US 30,  Year Built: 1973,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 6,979 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,687 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: OVER STA-SR 21-8.38
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.357,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 1.4m (4.6ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 7607407,  Location: 0.30 MI W OF US 62 (Lat: 40.760703,  Lng: -81.516419),  Route carried "under" structure: State highway 21,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 24,186 (year 2015),  Truck Traffic: 8%,  Features Intersected: US-30F,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 13.483,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 7607423,  Location: 0.30 MI W OF US 62 (Lat: 40.761092,  Lng: -81.516403),  Route carried "on" structure: US 30,  Year Built: 1973,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 6,979 (year 2015),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,687 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: OVER STA-SR 21-8.40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.357,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 1.4m (4.6ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 7607423,  Location: 0.30 MI W OF US 62 (Lat: 40.761092,  Lng: -81.516403),  Route carried "under" structure: State highway 21,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 24,186 (year 2015),  Truck Traffic: 8%,  Features Intersected: US-30F,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 13.516,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 7607458,  Location: 1.40 MI E OF US 60 (Lat: 40.764169,  Lng: -81.480547),  Route carried "on" structure: US 30,  Year Built: 1973,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 13,660 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 18,960 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: OVER SR 627 RICHVILLE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.398,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 7607458,  Location: 1.40 MI E OF US 60 (Lat: 40.764169,  Lng: -81.480547),  Route carried "under" structure: County highway 248,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 4,579 (year 2015),  Truck Traffic: 6%,  Features Intersected: US 30,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 7607474,  Location: 1.40 MI E OF US 62 (Lat: 40.764467,  Lng: -81.480667),  Route carried "on" structure: US 30,  Year Built: 1973,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 13,660 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 18,960 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: OVER SR 627 RICHVILLE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.398,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 40.5 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 7607474,  Location: 1.40 MI E OF US 62 (Lat: 40.764467,  Lng: -81.480667),  Route carried "under" structure: County highway 248,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 4,579 (year 2015),  Truck Traffic: 6%,  Features Intersected: US 30,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 7631766,  Location: 0.6 MI. N. OF SR172 (Lat: 40.802953,  Lng: -81.543547),  Route carried "on" structure: City street 17TH,  Year Built: 1969,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,250 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,511 (year 2039),  Design Load: HS 20,  Features Intersected: WEST SIPPO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 3.3 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: 26.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2017
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Structure Number: 7631987,  Location: 0.3 MI. W. OF 1ST ST. (Lat: 40.799639,  Lng: -81.530128),  Route carried "on" structure: City street CHERY,  Year Built: 1952,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 3,444 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,780 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: TUSCARAWAS RIVER,  Facility Carried by Structure: PE0720 CHERRY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.496,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2017,  Underwater Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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