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


  • National Bridge Inventory (NBI) Statistics
  • 34Number of bridges
  • 249m817ftTotal length
  • 352,722Total average daily traffic
  • 32,024Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Massillon
  • No street view available for this location

New bridges - Historical Statistics

  • 11900-1909
  • 11910-1919
  • 11920-1929
  • 51940-1949
  • 51950-1959
  • 91960-1969
  • 81970-1979
  • 11990-1999
  • 32000-2009

Reconstructed bridges - Historical Statistics

  • 21970-1979
  • 31980-1989
  • 01990-1999
  • 72000-2009

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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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: 2,800 (year 1990),  Average Future Daily Traffic: 32,368 (year 2033),  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: 13.9m (45.6ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  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: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Superior 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: December 14,  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 "on" structure: State highway 241,  Year Built: 1969,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 8,400 (year 2012),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,659 (year 2036),  Design Load: HS 25,  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: 16.5m (54.1ft),  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: 18.0m (59.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  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: November 14,  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: 40.793536,  Lng: -81.526242),  Route carried "on" structure: City street M0321,  Year Built: 1947,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 21.80m (71.52ft),  Average Daily Traffic: 15,650 (year 1995),  Truck Traffic: 11%,  Average Future Daily Traffic: 21,722 (year 2032),  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: 8.5m (27.9ft),  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: 3.0m (9.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 90.4 metric tons,  Structural Evaluation: Superior to present desirable 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: December 14,  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 "on" structure: State highway 172,  Year Built: 1948,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 20.92m (68.64ft),  Average Daily Traffic: 14,520 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,872 (year 2033),  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: 15.9m (52.2ft),  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: 15.9m (52.2ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 74.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  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: October 14,  Underwater Inspection Date: November 10,  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: 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: 11,170 (year 2012),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,782 (year 2033),  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: 12.2m (40.0ft),  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: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 7,630 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,341 (year 2034),  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: 21.3m (69.9ft),  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: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  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: November 14,  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: 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: 10,195 (year 2012),  Truck Traffic: 17%,  Average Future Daily Traffic: 13,824 (year 2033),  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: 7.3m (24.0ft),  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: 11.0m (36.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 19.8 metric tons,  Inventory Rating: 14.3 metric tons,  Structural Evaluation: High priority of corrective action,  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: September 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7607342,  Location: 1.67 MI W OF SR 21 (Lat: 40.757500,  Lng: -81.546642),  Route carried "on" structure: US 30,  Year Built: 1971,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 10,195 (year 2012),  Truck Traffic: 17%,  Average Future Daily Traffic: 13,824 (year 2033),  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: 7.3m (24.0ft),  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: 11.0m (36.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  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: September 14,  Deck Structure Type: Concrete Cast-file-Place
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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: 10,195 (year 2012),  Truck Traffic: 17%,  Average Future Daily Traffic: 13,824 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: OVER TUS RIV W&LE&RJCL R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.780,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: Excellent,  Channel: Excellent,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Superior 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: September 14,  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: 12.60m (41.34ft),  Average Daily Traffic: 10,195 (year 2012),  Truck Traffic: 17%,  Average Future Daily Traffic: 13,824 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: OVER TUS RIV W&LE&RJCL R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.780,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Superior 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: September 14,  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: 11,256 (year 2012),  Truck Traffic: 16%,  Average Future Daily Traffic: 15,121 (year 2033),  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: 7.3m (24.0ft),  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: 14.0m (45.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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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: 11,256 (year 2012),  Truck Traffic: 16%,  Average Future Daily Traffic: 15,121 (year 2033),  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: 7.3m (24.0ft),  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: 14.0m (45.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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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: 2,500 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,303 (year 2031),  Design Load: HS 20,  Features Intersected: WEST SIPPO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 33.1 metric tons,  Inventory Rating: 26.3 metric tons,  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 14
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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: 4,600 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,467 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: TUSCARAWAS RIVER,  Facility Carried by Structure: PE0720 CHERRY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  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: 2.0m (6.6ft),  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: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  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,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7632037,  Location: 0.4 MI. W. OF 1ST ST. (Lat: 40.799372,  Lng: -81.531478),  Route carried "on" structure: City street CHERY,  Year Built: 1952,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 4,600 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,467 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CHESSIE AND CON RAIL RRS,  Facility Carried by Structure: PE0721 CHERRY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7632096,  Location: 0.2 MI. W. OF ERIE AVE. (Lat: 40.787572,  Lng: -81.523286),  Route carried "on" structure: City street WLNUT,  Year Built: 1944,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 5,830 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,050 (year 2031),  Design Load: H 20,  Features Intersected: TUSCARAWAS RIVER,  Facility Carried by Structure: PE1724 WALNUT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  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,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 14,  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: 7632258,  Location: 0.8 MI. W. OF TR242 (Lat: 40.809372,  Lng: -81.499025),  Route carried "on" structure: County highway C0240,  Year Built: 1914,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 5,600 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,413 (year 2031),  Design Load: HS 20,  Features Intersected: HESS DITCH,  Facility Carried by Structure: PE0413 HANKINS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 64.8 metric tons,  Inventory Rating: 49.9 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 14,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 7634358,  Location: 0.2 MI. S. OF CR341 (Lat: 40.805028,  Lng: -81.554792),  Route carried "on" structure: County highway T0344,  Year Built: 1955,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 350 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 486 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SIPPO CREEK,  Facility Carried by Structure: TU1203 BISON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 14,  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: 7635893,  Location: 0.1 MI. W. OF SR21 (Lat: 40.811953,  Lng: -81.530083),  Route carried "on" structure: City street MLAKE,  Year Built: 2002,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 5,800 (year 2010),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,675 (year 2031),  Design Load: HS 25,  Features Intersected: TUSCARAWAS RIVER,  Facility Carried by Structure: PE0617 LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  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 12 months,  Inspection Date: October 14,  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: 7636067,  Location: 0.2 MI. S. OF LAKE AVE. (Lat: 40.808053,  Lng: -81.529675),  Route carried "on" structure: City street M3DNW,  Year Built: 2009,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 700 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,915 (year 2032),  Features Intersected: NEWMAN CREEK,  Facility Carried by Structure: PE0615 3RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 14,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7666187,  Location: 230 FT S HANKINS RD NE (Lat: 40.808333,  Lng: -81.501667),  Route carried "on" structure: City street 17ST,  Year Built: 1928,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,600 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,221 (year 2033),  Design Load: HS 15,  Features Intersected: SIPPO CREEK,  Facility Carried by Structure: 17TH ST NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: 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: January 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7666322,  Location: NEWMAN CREEK (Lat: 40.813333,  Lng: -81.535000),  Route carried "on" structure: City street EARL,  Year Built: 1951,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,200 (year 1993),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,666 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: NEWMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7666829,  Location: 0.9 MILES W OF SR 21 (Lat: 40.752331,  Lng: -81.529519),  Route carried "on" structure: City street MWRTN,  Year Built: 1993,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 200 (year 1995),  Truck Traffic: 25%,  Average Future Daily Traffic: 278 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: WARMINGTON OVER TUSC,  Facility Carried by Structure: WARMINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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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: 5.99m (19.65ft),  Average Daily Traffic: 23,320 (year 2012),  Truck Traffic: 8%,  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 "under" structure: State highway 21,  Year Built: 1969,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 23,320 (year 2012),  Truck Traffic: 8%,  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: 7600305,  Location: 0.80 MI N OF SR 241 (Lat: 40.791253,  Lng: -81.524350),  Route carried "under" structure: State highway 21,  Year Built: 1962,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 21,720 (year 2012),  Truck Traffic: 8%,  Features Intersected: UNDER NORFOLK SOUTHERN R,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 17.248,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 760038,  Location: 0.85 MI. N. OF JCT SR 241 (Lat: 40.793536,  Lng: -81.526242),  Route carried "under" structure: State highway 21,  Year Built: 1947,  Structure Length: 21.80m (71.52ft),  Average Daily Traffic: 21,720 (year 2012),  Truck Traffic: 8%,  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: 7600445,  Location: ADJ TO SR 172 OVER SR 21 (Lat: 40.795078,  Lng: -81.527442),  Route carried "under" structure: State highway 21,  Year Built: 2003,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 18,130 (year 2012),  Truck Traffic: 9%,  Features Intersected: TOWPATH TR.PEDSTRN.OVRPS,  Facility Carried by Structure: PEDSTRIAN BRIDGE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 17.747,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 31.4m (103.0ft)

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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: 20.92m (68.64ft),  Average Daily Traffic: 18,130 (year 2012),  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: 7606214,  Location: 0.38 MI S OF SR 172 (Lat: 40.791269,  Lng: -81.520542),  Route carried "under" structure: State highway 241,  Year Built: 1900,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 8,400 (year 2012),  Truck Traffic: 4%,  Features Intersected: UNDER NORFOLK SOUTHERN R,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 13.805,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.8m (87.9ft)

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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: 3.63m (11.91ft),  Average Daily Traffic: 2,000 (year 1900),  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: 40.757500,  Lng: -81.546642),  Route carried "under" structure: County highway 333,  Year Built: 1971,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 2,000 (year 1900),  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: 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: 5.94m (19.49ft),  Average Daily Traffic: 28,770 (year 2012),  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 "under" structure: State highway 21,  Year Built: 1973,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 28,770 (year 2012),  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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