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
- 11900-1909
- 11910-1919
- 11920-1929
- 51940-1949
- 51950-1959
- 91960-1969
- 81970-1979
- 11990-1999
- 32000-2009
- 21970-1979
- 31980-1989
- 01990-1999
- 72000-2009
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
