Bridge Statistics for Massillon, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 11930-1939
- 51940-1949
- 141950-1959
- 211960-1969
- 211970-1979
- 11980-1989
- 21990-1999
- 32000-2009
- 12010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 41970-1979
- 41980-1989
- 11990-1999
- 112000-2009
- Bridge Condition - Deck
- 8.7%Excellent
- 19.6%Very good
- 39.1%Good
- 26.1%Satisfactory
- 6.5%Fair
- Bridge Condition - Superstructure
- 15.2%Excellent
- 19.6%Very good
- 45.7%Good
- 8.7%Satisfactory
- 10.9%Fair
- Bridge Condition - Substructure
- 4.3%Excellent
- 34.8%Very good
- 34.8%Good
- 13.0%Satisfactory
- 10.9%Fair
- 2.2%Serious
- Bridge Condition - Channel
- 28.1%Very good
- 34.4%Good
- 25.0%Satisfactory
- 6.3%Fair
- 6.3%Poor
- Bridge Condition - Culverts
- 20.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 40.0%Fair
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Structure Number: 7600151, Location: 0.73 MI N OF US 62 (Lat: 40.768511, Lng: -81.520411), Route carried "on" structure: City street M0077, Year Built: 1969, Year Reconstructed: 2008, Status: Open, Structure Length: 5.99m (19.65ft), Average Daily Traffic: 6,498 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 25,255 (year 2035), Design Load: H 20, Features Intersected: SR 21, Facility Carried by Structure: ERIE STREET TR 77
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: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7600151, Location: 0.73 MI N OF US 62 (Lat: 40.768511, Lng: -81.520411), Route carried "on" structure: City street M0077, Year Built: 1969, Year Reconstructed: 2008, Status: Open, Structure Length: 5.99m (19.65ft), Average Daily Traffic: 6,498 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 25,255 (year 2035), Design Load: H 20, Features Intersected: SR 21, Facility Carried by Structure: ERIE STREET TR 77
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: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7600186, Location: JCT OF SR 21 AND SR 241 (Lat: 40.781331, Lng: -81.517039), Route carried "on" structure: State highway 241, Year Built: 1969, Year Reconstructed: 2009, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 7,280 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 10,105 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER STA-SR 21-9.91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.569, 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: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7600186, Location: JCT OF SR 21 AND SR 241 (Lat: 40.781331, Lng: -81.517039), Route carried "on" structure: State highway 241, Year Built: 1969, Year Reconstructed: 2009, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 7,280 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 10,105 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER STA-SR 21-9.91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.569, 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: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 760038, Location: 0.85 MI. N. OF JCT SR 241 (Lat: 40.793031, Lng: -81.528400), Route carried "on" structure: County highway T321A, Year Built: 1947, Year Reconstructed: 2009, Status: Open, Structure Length: 21.80m (71.52ft), Average Daily Traffic: 2,830 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,928 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR 21, Facility Carried by Structure: TREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.246, Lanes on structure: 2, 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: Very good, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 760038, Location: 0.85 MI. N. OF JCT SR 241 (Lat: 40.793031, Lng: -81.528400), Route carried "on" structure: County highway T321A, Year Built: 1947, Year Reconstructed: 2009, Status: Open, Structure Length: 21.80m (71.52ft), Average Daily Traffic: 2,830 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,928 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR 21, Facility Carried by Structure: TREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.246, Lanes on structure: 2, 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: Very good, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7600488, Location: 4.10 MI N OF SR 30 (Lat: 40.814739, Lng: -81.529561), Route carried "on" structure: State highway 21, Year Built: 1957, Year Reconstructed: 2008, Status: Open, Structure Length: 21.82m (71.59ft), Average Daily Traffic: 6,826 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 9,474 (year 2035), Design Load: HS 20, Features Intersected: TUSC RIVER,TR353 RJCL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.085, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7600488, Location: 4.10 MI N OF SR 30 (Lat: 40.814739, Lng: -81.529561), Route carried "on" structure: State highway 21, Year Built: 1957, Year Reconstructed: 2008, Status: Open, Structure Length: 21.82m (71.59ft), Average Daily Traffic: 6,826 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 9,474 (year 2035), Design Load: HS 20, Features Intersected: TUSC RIVER,TR353 RJCL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.085, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7600518, Location: 4.10 MI N OF SR 30 (Lat: 40.814969, Lng: -81.529400), Route carried "on" structure: State highway 21, Year Built: 1957, Year Reconstructed: 2008, Status: Open, Structure Length: 21.82m (71.59ft), Average Daily Traffic: 6,826 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 9,474 (year 2035), Design Load: HS 20, Features Intersected: TUSC RIVER,TR353 RJCL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.085, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7600518, Location: 4.10 MI N OF SR 30 (Lat: 40.814969, Lng: -81.529400), Route carried "on" structure: State highway 21, Year Built: 1957, Year Reconstructed: 2008, Status: Open, Structure Length: 21.82m (71.59ft), Average Daily Traffic: 6,826 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 9,474 (year 2035), Design Load: HS 20, Features Intersected: TUSC RIVER,TR353 RJCL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.085, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7600682, Location: 0.44 MI W OF SR 241 (Lat: 40.794539, Lng: -81.529669), Route carried "on" structure: State highway 172, Year Built: 1948, Year Reconstructed: 1992, Status: Open, Structure Length: 20.92m (68.64ft), Average Daily Traffic: 16,514 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 22,921 (year 2035), Design Load: HS 20, Features Intersected: W&LE-NS RR,SR 21, TUS R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.091, 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: Stringer/Multi-beam, 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: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7600682, Location: 0.44 MI W OF SR 241 (Lat: 40.794539, Lng: -81.529669), Route carried "on" structure: State highway 172, Year Built: 1948, Year Reconstructed: 1992, Status: Open, Structure Length: 20.92m (68.64ft), Average Daily Traffic: 16,514 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 22,921 (year 2035), Design Load: HS 20, Features Intersected: W&LE-NS RR,SR 21, TUS R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.091, 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: Stringer/Multi-beam, 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: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: July 2020, 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: 7602049, Location: 2.99 MI E OF SR 93 (Lat: 40.710739, Lng: -81.552181), Route carried "on" structure: US 62, Year Built: 1970, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 3,741 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 5,193 (year 2035), Design Load: HS 20, Features Intersected: OVER WHEELING&L ERIE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.459, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 7602049, Location: 2.99 MI E OF SR 93 (Lat: 40.710739, Lng: -81.552181), Route carried "on" structure: US 62, Year Built: 1970, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 3,741 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 5,193 (year 2035), Design Load: HS 20, Features Intersected: OVER WHEELING&L ERIE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.459, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 760492, Location: 0.49 MI S OF US 30 (Lat: 40.772531, Lng: -81.603869), Route carried "on" structure: State highway 93, Year Built: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,951 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 4,096 (year 2035), Design Load: HS 15, Features Intersected: BR PIGEON RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.997, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 760492, Location: 0.49 MI S OF US 30 (Lat: 40.772531, Lng: -81.603869), Route carried "on" structure: State highway 93, Year Built: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,951 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 4,096 (year 2035), Design Load: HS 15, Features Intersected: BR PIGEON RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.997, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 7605021, Location: 0.16 MI N OF SR 172 (Lat: 40.800561, Lng: -81.602219), Route carried "on" structure: State highway 93, Year Built: 2009, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,951 (year 2015), Truck Traffic: 23%, Average Future Daily Traffic: 4,096 (year 2035), Design Load: HL 93, Features Intersected: BR TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.103, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7605021, Location: 0.16 MI N OF SR 172 (Lat: 40.800561, Lng: -81.602219), Route carried "on" structure: State highway 93, Year Built: 2009, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,951 (year 2015), Truck Traffic: 23%, Average Future Daily Traffic: 4,096 (year 2035), Design Load: HL 93, Features Intersected: BR TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.103, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7605994, Location: 0.06 MI N OF SR 687 (Lat: 40.855619, Lng: -81.524681), Route carried "on" structure: State highway 236, Year Built: 1985, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,092 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 2,904 (year 2035), Design Load: HS 20+Mod, Features Intersected: MUDBROOK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.182, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 7605994, Location: 0.06 MI N OF SR 687 (Lat: 40.855619, Lng: -81.524681), Route carried "on" structure: State highway 236, Year Built: 1985, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,092 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 2,904 (year 2035), Design Load: HS 20+Mod, Features Intersected: MUDBROOK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.182, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 7606125, Location: JCT OF SR 241 AND US 30 (Lat: 40.768281, Lng: -81.582181), Route carried "on" structure: State highway 241, Year Built: 1970, Year Reconstructed: 2002, Status: Open, Structure Length: 8.46m (27.76ft), Average Daily Traffic: 6,931 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 9,620 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER STA-US 30-4.00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.791, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7606125, Location: JCT OF SR 241 AND US 30 (Lat: 40.768281, Lng: -81.582181), Route carried "on" structure: State highway 241, Year Built: 1970, Year Reconstructed: 2002, Status: Open, Structure Length: 8.46m (27.76ft), Average Daily Traffic: 6,931 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 9,620 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER STA-US 30-4.00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.791, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7606176, Location: 0.18 MI W OF SR 21 (Lat: 40.781381, Lng: -81.520039), Route carried "on" structure: State highway 241, Year Built: 1969, Status: Open, Structure Length: 22.19m (72.80ft), Average Daily Traffic: 8,164 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 11,332 (year 2035), Design Load: HS 20, Features Intersected: RJCL & W&LE RRS, TUSC RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.328, 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: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, 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: 40.781381, Lng: -81.520039), Route carried "on" structure: State highway 241, Year Built: 1969, Status: Open, Structure Length: 22.19m (72.80ft), Average Daily Traffic: 8,164 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 11,332 (year 2035), Design Load: HS 20, Features Intersected: RJCL & W&LE RRS, TUSC RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.328, 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: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7607164, Location: 2.59 MI W OF SR 93 (Lat: 40.796361, Lng: -81.648319), Route carried "on" structure: County highway C0103, Year Built: 1968, Year Reconstructed: 2008, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 510 (year 2019), Average Future Daily Traffic: 23,303 (year 2039), Design Load: HS 25 or greater, Features Intersected: US-30, Facility Carried by Structure: DEERFIELD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.359, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7607164, Location: 2.59 MI W OF SR 93 (Lat: 40.796361, Lng: -81.648319), Route carried "on" structure: County highway C0103, Year Built: 1968, Year Reconstructed: 2008, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 510 (year 2019), Average Future Daily Traffic: 23,303 (year 2039), Design Load: HS 25 or greater, Features Intersected: US-30, Facility Carried by Structure: DEERFIELD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.359, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 760718, Location: 1.73 MI W OF SR 93 (Lat: 40.791211, Lng: -81.632100), Route carried "on" structure: US 30, Year Built: 1968, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 8,395 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 11,652 (year 2035), Design Load: HS 20, Features Intersected: OVER ALABAMA AVE CR-314
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 760718, Location: 1.73 MI W OF SR 93 (Lat: 40.791211, Lng: -81.632100), Route carried "on" structure: US 30, Year Built: 1968, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 8,395 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 11,652 (year 2035), Design Load: HS 20, Features Intersected: OVER ALABAMA AVE CR-314
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7607202, Location: 1.73 MI W OF SR 93 (Lat: 40.791550, Lng: -81.632031), Route carried "on" structure: US 30, Year Built: 1968, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 8,395 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 11,652 (year 2035), Design Load: HS 20, Features Intersected: OVER ALABAMA AVE CR-314
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7607202, Location: 1.73 MI W OF SR 93 (Lat: 40.791550, Lng: -81.632031), Route carried "on" structure: US 30, Year Built: 1968, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 8,395 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 11,652 (year 2035), Design Load: HS 20, Features Intersected: OVER ALABAMA AVE CR-314
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7607229, Location: JCT OF SR 30 AND SR 93 (Lat: 40.779089, Lng: -81.603811), Route carried "on" structure: US 30, Year Built: 1968, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 8,395 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 11,652 (year 2035), Design Load: HS 20, Features Intersected: OVER STA-SR 93-10.38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.249, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7607229, Location: JCT OF SR 30 AND SR 93 (Lat: 40.779089, Lng: -81.603811), Route carried "on" structure: US 30, Year Built: 1968, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 8,395 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 11,652 (year 2035), Design Load: HS 20, Features Intersected: OVER STA-SR 93-10.38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.249, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7607245, Location: JCT OF SR 30 AND SR 93 (Lat: 40.779439, Lng: -81.603711), Route carried "on" structure: US 30, Year Built: 1968, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 8,395 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 11,652 (year 2035), Design Load: HS 20, Features Intersected: OVER STA-SR 93-10.40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.249, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7607245, Location: JCT OF SR 30 AND SR 93 (Lat: 40.779439, Lng: -81.603711), Route carried "on" structure: US 30, Year Built: 1968, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 8,395 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 11,652 (year 2035), Design Load: HS 20, Features Intersected: OVER STA-SR 93-10.40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.249, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7607261, Location: 1.34 MI E OF SR 241 (Lat: 40.760839, Lng: -81.558631), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2035), Design Load: HS 20, Features Intersected: OVER PIGEON RUN AVE CR32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.594, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7607261, Location: 1.34 MI E OF SR 241 (Lat: 40.760839, Lng: -81.558631), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2035), Design Load: HS 20, Features Intersected: OVER PIGEON RUN AVE CR32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.594, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7607296, Location: 1.34 MI E OF SR 241 (Lat: 40.761231, Lng: -81.558361), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2035), Design Load: HS 20, Features Intersected: OVER PIGEON RUN AVE CR32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.594, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7607296, Location: 1.34 MI E OF SR 241 (Lat: 40.761231, Lng: -81.558361), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2035), Design Load: HS 20, Features Intersected: OVER PIGEON RUN AVE CR32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.594, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7607326, Location: 1.67 MI W OF SR 21 (Lat: 40.757161, Lng: -81.546739), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2035), Design Load: HS 20, Features Intersected: OVER CARMONT AVE CR-333
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.688, 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: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7607326, Location: 1.67 MI W OF SR 21 (Lat: 40.757161, Lng: -81.546739), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2035), Design Load: HS 20, Features Intersected: OVER CARMONT AVE CR-333
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.688, 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: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7607342, Location: 1.67 MI W OF SR 21 (Lat: 40.757439, Lng: -81.546669), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2035), Design Load: HS 20, Features Intersected: OVER CARMONT AVE CR-333
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.688, 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: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7607342, Location: 1.67 MI W OF SR 21 (Lat: 40.757439, Lng: -81.546669), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2035), Design Load: HS 20, Features Intersected: OVER CARMONT AVE CR-333
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.688, 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: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7607369, Location: 1.00 MI W OF SR 21 (Lat: 40.757761, Lng: -81.534481), Route carried "on" structure: US 30, Year Built: 1969, Year Reconstructed: 2007, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER TUS RIV W&LE&RJCL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.783, 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: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7607369, Location: 1.00 MI W OF SR 21 (Lat: 40.757761, Lng: -81.534481), Route carried "on" structure: US 30, Year Built: 1969, Year Reconstructed: 2007, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER TUS RIV W&LE&RJCL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.783, 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: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7607385, Location: 1.00 MI W OF SR 21 (Lat: 40.758061, Lng: -81.534689), Route carried "on" structure: US 30, Year Built: 1969, Year Reconstructed: 2007, Status: Open, Structure Length: 12.60m (41.34ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER TUS RIV W&LE&RJCL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.783, 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: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7607385, Location: 1.00 MI W OF SR 21 (Lat: 40.758061, Lng: -81.534689), Route carried "on" structure: US 30, Year Built: 1969, Year Reconstructed: 2007, Status: Open, Structure Length: 12.60m (41.34ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER TUS RIV W&LE&RJCL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.783, 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: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7607407, Location: 0.30 MI W OF US 62 (Lat: 40.760700, Lng: -81.516419), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 6,979 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 9,687 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER STA-SR 21-8.38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.360, 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7607407, Location: 0.30 MI W OF US 62 (Lat: 40.760700, Lng: -81.516419), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 6,979 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 9,687 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER STA-SR 21-8.38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.360, 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7607423, Location: 0.30 MI W OF US 62 (Lat: 40.761089, Lng: -81.516400), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 6,979 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 9,687 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER STA-SR 21-8.40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.360, 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: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7607423, Location: 0.30 MI W OF US 62 (Lat: 40.761089, Lng: -81.516400), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 6,979 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 9,687 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER STA-SR 21-8.40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.360, 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: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7607458, Location: 1.40 MI E OF US 60 (Lat: 40.764169, Lng: -81.480550), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 13,660 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 18,960 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER SR 627 RICHVILLE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.401, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7607458, Location: 1.40 MI E OF US 60 (Lat: 40.764169, Lng: -81.480550), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 13,660 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 18,960 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER SR 627 RICHVILLE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.401, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7607474, Location: 1.40 MI E OF US 62 (Lat: 40.764469, Lng: -81.480669), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 13,660 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 18,960 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER SR 627 RICHVILLE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.401, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7607474, Location: 1.40 MI E OF US 62 (Lat: 40.764469, Lng: -81.480669), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 13,660 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 18,960 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER SR 627 RICHVILLE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.401, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7631766, Location: 0.6 MI. N. OF SR172 (Lat: 40.802950, Lng: -81.543550), Route carried "on" structure: City street M17TH, Year Built: 1969, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,250 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,511 (year 2035), Design Load: HS 20, Features Intersected: WEST SIPPO CREEK, Facility Carried by Structure: PE0750 17TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.642, 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: 22.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021
Structure Number: 7631766, Location: 0.6 MI. N. OF SR172 (Lat: 40.802950, Lng: -81.543550), Route carried "on" structure: City street M17TH, Year Built: 1969, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,250 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,511 (year 2035), Design Load: HS 20, Features Intersected: WEST SIPPO CREEK, Facility Carried by Structure: PE0750 17TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.642, 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: 22.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021
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Structure Number: 7631987, Location: 0.3 MI. W. OF 1ST ST. (Lat: 40.799639, Lng: -81.530131), Route carried "on" structure: City street MCHRY, Year Built: 1952, Year Reconstructed: 1981, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 3,444 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,780 (year 2035), Design Load: HS 20+Mod, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: PE0720 CHERRY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, 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: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7631987, Location: 0.3 MI. W. OF 1ST ST. (Lat: 40.799639, Lng: -81.530131), Route carried "on" structure: City street MCHRY, Year Built: 1952, Year Reconstructed: 1981, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 3,444 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,780 (year 2035), Design Load: HS 20+Mod, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: PE0720 CHERRY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, 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: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7632037, Location: 0.4 MI. W. OF 1ST ST. (Lat: 40.799369, Lng: -81.531481), Route carried "on" structure: City street MCHRY, Year Built: 1952, Year Reconstructed: 1981, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 3,444 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,780 (year 2035), 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: 1.368, 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: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7632037, Location: 0.4 MI. W. OF 1ST ST. (Lat: 40.799369, Lng: -81.531481), Route carried "on" structure: City street MCHRY, Year Built: 1952, Year Reconstructed: 1981, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 3,444 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,780 (year 2035), 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: 1.368, 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: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7632096, Location: 0.2 MI. W. OF ERIE AVE. (Lat: 40.787569, Lng: -81.523289), Route carried "on" structure: City street MWNUT, Year Built: 1944, Year Reconstructed: 1992, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 3,829 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 5,315 (year 2035), Design Load: H 20, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: PE1724 WALNUT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.102, 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: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7632096, Location: 0.2 MI. W. OF ERIE AVE. (Lat: 40.787569, Lng: -81.523289), Route carried "on" structure: City street MWNUT, Year Built: 1944, Year Reconstructed: 1992, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 3,829 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 5,315 (year 2035), Design Load: H 20, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: PE1724 WALNUT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.102, 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: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2021, 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: 7632258, Location: 0.8 MI. W. OF TR242 (Lat: 40.809369, Lng: -81.499031), Route carried "on" structure: County highway C0240, Year Built: 1914, Year Reconstructed: 1988, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,617 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 7,796 (year 2035), Design Load: HS 20, Features Intersected: HESS DITCH, Facility Carried by Structure: PE0413 HANKINS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, 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, Length of Maximum Span: 12.2m (40.0ft), 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, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 7632258, Location: 0.8 MI. W. OF TR242 (Lat: 40.809369, Lng: -81.499031), Route carried "on" structure: County highway C0240, Year Built: 1914, Year Reconstructed: 1988, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,617 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 7,796 (year 2035), Design Load: HS 20, Features Intersected: HESS DITCH, Facility Carried by Structure: PE0413 HANKINS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, 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, Length of Maximum Span: 12.2m (40.0ft), 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, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 7632568, Location: 0.7 MI. E. OF SR241 (Lat: 40.764069, Lng: -81.581431), Route carried "on" structure: County highway T0335, Year Built: 1950, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,830 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 3,928 (year 2035), Design Load: H 15, Features Intersected: PIGEON RUN, Facility Carried by Structure: TU2320 BARRS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.067, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7632568, Location: 0.7 MI. E. OF SR241 (Lat: 40.764069, Lng: -81.581431), Route carried "on" structure: County highway T0335, Year Built: 1950, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,830 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 3,928 (year 2035), Design Load: H 15, Features Intersected: PIGEON RUN, Facility Carried by Structure: TU2320 BARRS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.067, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7633262, Location: 0.1 MI. S. OF SR687 (Lat: 40.859189, Lng: -81.510550), Route carried "on" structure: County highway C0238, Year Built: 1925, Year Reconstructed: 1994, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5,975 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 8,293 (year 2035), Design Load: H 15, Features Intersected: LAMBERSON DITCH, Facility Carried by Structure: JA2012 AMHERST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.405, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7633262, Location: 0.1 MI. S. OF SR687 (Lat: 40.859189, Lng: -81.510550), Route carried "on" structure: County highway C0238, Year Built: 1925, Year Reconstructed: 1994, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5,975 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 8,293 (year 2035), Design Load: H 15, Features Intersected: LAMBERSON DITCH, Facility Carried by Structure: JA2012 AMHERST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.405, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7633378, Location: 0.2 MI. S. OF CR348 (Lat: 40.822800, Lng: -81.551539), Route carried "on" structure: County highway T0344, Year Built: 1955, Year Reconstructed: 1982, Status: Posted for load, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 525 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 729 (year 2035), Design Load: H 15, Features Intersected: NEWMAN CREEK, Facility Carried by Structure: LA3608 BEAUMONT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.187, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7633378, Location: 0.2 MI. S. OF CR348 (Lat: 40.822800, Lng: -81.551539), Route carried "on" structure: County highway T0344, Year Built: 1955, Year Reconstructed: 1982, Status: Posted for load, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 525 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 729 (year 2035), Design Load: H 15, Features Intersected: NEWMAN CREEK, Facility Carried by Structure: LA3608 BEAUMONT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.187, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7633386, Location: 0.6 MI. S. OF CR348 (Lat: 40.830950, Lng: -81.580789), Route carried "on" structure: County highway T0340, Year Built: 1955, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 700 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 972 (year 2035), Design Load: H 15, Features Intersected: NEWMAN CREEK, Facility Carried by Structure: LA3509 KENYON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.727, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7633386, Location: 0.6 MI. S. OF CR348 (Lat: 40.830950, Lng: -81.580789), Route carried "on" structure: County highway T0340, Year Built: 1955, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 700 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 972 (year 2035), Design Load: H 15, Features Intersected: NEWMAN CREEK, Facility Carried by Structure: LA3509 KENYON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.727, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7634048, Location: 0.8 MI. S. OF TR335A (Lat: 40.742511, Lng: -81.547439), Route carried "on" structure: County highway C0333, Year Built: 1955, Year Reconstructed: 1984, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,430 (year 2039), Design Load: H 15, Features Intersected: PIGEON RUN, Facility Carried by Structure: PE3152 CARMONT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7634048, Location: 0.8 MI. S. OF TR335A (Lat: 40.742511, Lng: -81.547439), Route carried "on" structure: County highway C0333, Year Built: 1955, Year Reconstructed: 1984, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,100 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,430 (year 2039), Design Load: H 15, Features Intersected: PIGEON RUN, Facility Carried by Structure: PE3152 CARMONT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7634358, Location: 0.2 MI. S. OF CR341 (Lat: 40.805031, Lng: -81.554789), Route carried "on" structure: County highway T0344, Year Built: 1955, Year Reconstructed: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 525 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 729 (year 2035), Design Load: HS 20+Mod, Features Intersected: SIPPO CREEK, Facility Carried by Structure: TU1203 BISON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, 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: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, 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: 40.805031, Lng: -81.554789), Route carried "on" structure: County highway T0344, Year Built: 1955, Year Reconstructed: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 525 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 729 (year 2035), Design Load: HS 20+Mod, Features Intersected: SIPPO CREEK, Facility Carried by Structure: TU1203 BISON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, 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: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing