Bridge Statistics for Massillon, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 74Number of bridges
- 830ft / 253mTotal length
- 501,709Total average daily traffic
- 66,161Total average daily truck traffic
- 444,734Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Massillon
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11910-1919
- 21920-1929
- 21930-1939
- 51940-1949
- 151950-1959
- 211960-1969
- 211970-1979
- 11980-1989
- 21990-1999
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 41970-1979
- 41980-1989
- 11990-1999
- 112000-2009
- Bridge Condition - Deck
- 4.4%Excellent
- 22.2%Very good
- 26.7%Good
- 37.8%Satisfactory
- 4.4%Fair
- 4.4%Poor
- Bridge Condition - Superstructure
- 12.8%Excellent
- 19.1%Very good
- 36.2%Good
- 14.9%Satisfactory
- 12.8%Fair
- 4.3%Poor
- Bridge Condition - Substructure
- 4.3%Excellent
- 29.8%Very good
- 23.4%Good
- 25.5%Satisfactory
- 12.8%Fair
- 2.1%Poor
- 2.1%Serious
- Bridge Condition - Channel
- 5.9%Excellent
- 17.6%Very good
- 32.4%Good
- 26.5%Satisfactory
- 11.8%Fair
- 5.9%Poor
- Bridge Condition - Culverts
- 16.7%Good
- 50.0%Satisfactory
- 33.3%Fair
Find on map >> Show street view
Structure Number: 7600151, Location: 0.73 MI N OF US 62 (Lat: 40.768511, Lng: -81.520406), Route carried "on" structure: City street 77, Year Built: 1969, Year Reconstructed: 2008, Status: Open, Structure Length: 5.99m (19.65ft), Average Daily Traffic: 6,498 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 25,255 (year 2039), Design Load: H 20, Features Intersected: SR 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 139.0m (456.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7600151, Location: 0.73 MI N OF US 62 (Lat: 40.768511, Lng: -81.520406), Route carried "on" structure: City street 77, Year Built: 1969, Year Reconstructed: 2008, Status: Open, Structure Length: 5.99m (19.65ft), Average Daily Traffic: 6,498 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 25,255 (year 2039), Design Load: H 20, Features Intersected: SR 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 139.0m (456.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 7600151, Location: 0.73 MI N OF US 62 (Lat: 40.768511, Lng: -81.520406), Route carried "under" structure: State highway 21, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 18,195 (year 2015), Truck Traffic: 9%, Features Intersected: UNDER ERIE ST TR-77, Facility Carried by Structure: ERIE STREET TR 77
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 14.449, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 1.8m (5.9ft)
Structure Number: 7600151, Location: 0.73 MI N OF US 62 (Lat: 40.768511, Lng: -81.520406), Route carried "under" structure: State highway 21, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 18,195 (year 2015), Truck Traffic: 9%, Features Intersected: UNDER ERIE ST TR-77, Facility Carried by Structure: ERIE STREET TR 77
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 14.449, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 1.8m (5.9ft)
Find on map >> Show street view
Structure Number: 7600186, Location: JCT OF SR 21 AND SR 241 (Lat: 40.781333, Lng: -81.517039), Route carried "on" structure: State highway 241, Year Built: 1969, Year Reconstructed: 2009, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 7,280 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 10,105 (year 2039), Design Load: HS 25 or greater, Features Intersected: OVER STA-SR 21-9.91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.566, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 165.0m (541.3ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 1.8m (5.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7600186, Location: JCT OF SR 21 AND SR 241 (Lat: 40.781333, Lng: -81.517039), Route carried "on" structure: State highway 241, Year Built: 1969, Year Reconstructed: 2009, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 7,280 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 10,105 (year 2039), Design Load: HS 25 or greater, Features Intersected: OVER STA-SR 21-9.91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.566, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 165.0m (541.3ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 1.8m (5.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 7600186, Location: JCT OF SR 21 AND SR 241 (Lat: 40.781333, Lng: -81.517039), Route carried "under" structure: State highway 21, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 24,548 (year 2015), Truck Traffic: 9%, Features Intersected: SR 21, Facility Carried by Structure: SR 241
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 15.945, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
Structure Number: 7600186, Location: JCT OF SR 21 AND SR 241 (Lat: 40.781333, Lng: -81.517039), Route carried "under" structure: State highway 21, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 24,548 (year 2015), Truck Traffic: 9%, Features Intersected: SR 21, Facility Carried by Structure: SR 241
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 15.945, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
Find on map >> Show street view
Structure Number: 760038, Location: 0.85 MI. N. OF JCT SR 241 (Lat: 40.793028, Lng: -81.528397), Route carried "on" structure: County highway T321A, Year Built: 1947, Year Reconstructed: 2009, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 2,830 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,928 (year 2039), Design Load: HS 20+Mod, Features Intersected: SR 21, Facility Carried by Structure: TREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.245, Lanes on structure: 4, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 28.9m (94.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 760038, Location: 0.85 MI. N. OF JCT SR 241 (Lat: 40.793028, Lng: -81.528397), Route carried "on" structure: County highway T321A, Year Built: 1947, Year Reconstructed: 2009, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 2,830 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,928 (year 2039), Design Load: HS 20+Mod, Features Intersected: SR 21, Facility Carried by Structure: TREMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.245, Lanes on structure: 4, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 28.9m (94.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 760038, Location: 0.85 MI. N. OF JCT SR 241 (Lat: 40.793028, Lng: -81.528397), Route carried "under" structure: State highway 21, Year Built: 1947, Structure Length: 0. m, Average Daily Traffic: 20,794 (year 2015), Truck Traffic: 9%, Features Intersected: TREMONT AVENUE, Facility Carried by Structure: TREMONT AVE
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 17.554, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft)
Structure Number: 760038, Location: 0.85 MI. N. OF JCT SR 241 (Lat: 40.793028, Lng: -81.528397), Route carried "under" structure: State highway 21, Year Built: 1947, Structure Length: 0. m, Average Daily Traffic: 20,794 (year 2015), Truck Traffic: 9%, Features Intersected: TREMONT AVENUE, Facility Carried by Structure: TREMONT AVE
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 17.554, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft)
Find on map >> Show street view
Structure Number: 7600488, Location: 4.10 MI N OF SR 30 (Lat: 40.814744, Lng: -81.529564), Route carried "on" structure: State highway 21, Year Built: 1957, Year Reconstructed: 2008, Status: Open, Structure Length: 21.82m (71.59ft), Average Daily Traffic: 6,826 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 9,474 (year 2039), Design Load: HS 20, Features Intersected: TUSC RIVER,TR353 RJCL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.008, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 113.0m (370.7ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7600488, Location: 4.10 MI N OF SR 30 (Lat: 40.814744, Lng: -81.529564), Route carried "on" structure: State highway 21, Year Built: 1957, Year Reconstructed: 2008, Status: Open, Structure Length: 21.82m (71.59ft), Average Daily Traffic: 6,826 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 9,474 (year 2039), Design Load: HS 20, Features Intersected: TUSC RIVER,TR353 RJCL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.008, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 113.0m (370.7ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 7600488, Location: 4.10 MI N OF SR 30 (Lat: 40.814744, Lng: -81.529564), Route carried "under" structure: City street 353, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 951 (year 2015), Truck Traffic: 5%, Features Intersected: SR 21, Facility Carried by Structure: SR 21
Minimum Vertical Clearance: 7.04m (23.10ft), Kilometerpoint: 0.029, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 59.4m (194.9ft)
Structure Number: 7600488, Location: 4.10 MI N OF SR 30 (Lat: 40.814744, Lng: -81.529564), Route carried "under" structure: City street 353, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 951 (year 2015), Truck Traffic: 5%, Features Intersected: SR 21, Facility Carried by Structure: SR 21
Minimum Vertical Clearance: 7.04m (23.10ft), Kilometerpoint: 0.029, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 59.4m (194.9ft)
Find on map >> Show street view
Structure Number: 7600518, Location: 4.10 MI N OF SR 30 (Lat: 40.814969, Lng: -81.529403), Route carried "on" structure: State highway 21, Year Built: 1957, Year Reconstructed: 2008, Status: Open, Structure Length: 21.82m (71.59ft), Average Daily Traffic: 6,826 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 9,474 (year 2039), Design Load: HS 20, Features Intersected: TUSC RIVER,TR353 RJCL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.008, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 113.0m (370.7ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7600518, Location: 4.10 MI N OF SR 30 (Lat: 40.814969, Lng: -81.529403), Route carried "on" structure: State highway 21, Year Built: 1957, Year Reconstructed: 2008, Status: Open, Structure Length: 21.82m (71.59ft), Average Daily Traffic: 6,826 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 9,474 (year 2039), Design Load: HS 20, Features Intersected: TUSC RIVER,TR353 RJCL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.008, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 113.0m (370.7ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 7600518, Location: 4.10 MI N OF SR 30 (Lat: 40.814969, Lng: -81.529403), Route carried "under" structure: City street 353, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 951 (year 2015), Truck Traffic: 5%, Features Intersected: SR 21, Facility Carried by Structure: SR 21
Minimum Vertical Clearance: 7.04m (23.10ft), Kilometerpoint: 0.322, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 59.4m (194.9ft)
Structure Number: 7600518, Location: 4.10 MI N OF SR 30 (Lat: 40.814969, Lng: -81.529403), Route carried "under" structure: City street 353, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 951 (year 2015), Truck Traffic: 5%, Features Intersected: SR 21, Facility Carried by Structure: SR 21
Minimum Vertical Clearance: 7.04m (23.10ft), Kilometerpoint: 0.322, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 59.4m (194.9ft)
Find on map >> Show street view
Structure Number: 7600682, Location: 0.44 MI W OF SR 241 (Lat: 40.794542, Lng: -81.529672), Route carried "on" structure: State highway 172, Year Built: 1948, Year Reconstructed: 1992, Status: Open, Structure Length: 20.92m (68.64ft), Average Daily Traffic: 16,514 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 22,921 (year 2039), Design Load: HS 20, Features Intersected: W&LE-NS RR,SR 21, TUS R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.088, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 158.0m (518.4ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 5, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 2.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2017, Underwater Inspection Date: July 2015, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7600682, Location: 0.44 MI W OF SR 241 (Lat: 40.794542, Lng: -81.529672), Route carried "on" structure: State highway 172, Year Built: 1948, Year Reconstructed: 1992, Status: Open, Structure Length: 20.92m (68.64ft), Average Daily Traffic: 16,514 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 22,921 (year 2039), Design Load: HS 20, Features Intersected: W&LE-NS RR,SR 21, TUS R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.088, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 158.0m (518.4ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 5, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 2.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2017, Underwater Inspection Date: July 2015, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 7600682, Location: 0.44 MI W OF SR 241 (Lat: 40.794542, Lng: -81.529672), Route carried "under" structure: State highway 21, Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 19,652 (year 2015), Truck Traffic: 9%, Features Intersected: SR 172 (LINCOLNWAY V'DT), Facility Carried by Structure: SR 172
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 17.747, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 7600682, Location: 0.44 MI W OF SR 241 (Lat: 40.794542, Lng: -81.529672), Route carried "under" structure: State highway 21, Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 19,652 (year 2015), Truck Traffic: 9%, Features Intersected: SR 172 (LINCOLNWAY V'DT), Facility Carried by Structure: SR 172
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 17.747, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 30.5m (100.1ft)
Find on map >> Show street view
Structure Number: 760072, Location: 1.75 MI E OF SR 93 (Lat: 40.796153, Lng: -81.568794), Route carried "on" structure: State highway 172, Year Built: 1950, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,463 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 13,135 (year 2039), Design Load: H 20, Features Intersected: BR NEWMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.758, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 760072, Location: 1.75 MI E OF SR 93 (Lat: 40.796153, Lng: -81.568794), Route carried "on" structure: State highway 172, Year Built: 1950, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,463 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 13,135 (year 2039), Design Load: H 20, Features Intersected: BR NEWMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.758, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 7602049, Location: 2.99 MI E OF SR 93 (Lat: 40.710742, Lng: -81.552183), Route carried "on" structure: US 62, Year Built: 1970, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 3,741 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 5,193 (year 2039), Design Load: HS 20, Features Intersected: OVER WHEELING&L ERIE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.456, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 1.4m (4.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 7602049, Location: 2.99 MI E OF SR 93 (Lat: 40.710742, Lng: -81.552183), Route carried "on" structure: US 62, Year Built: 1970, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 3,741 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 5,193 (year 2039), Design Load: HS 20, Features Intersected: OVER WHEELING&L ERIE RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.456, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 1.4m (4.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 760492, Location: 0.49 MI S OF US 30 (Lat: 40.772533, Lng: -81.603869), Route carried "on" structure: State highway 93, Year Built: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,951 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 4,096 (year 2039), Design Load: HS 15, Features Intersected: BR PIGEON RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.993, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 58.0m (190.3ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2017
Structure Number: 760492, Location: 0.49 MI S OF US 30 (Lat: 40.772533, Lng: -81.603869), Route carried "on" structure: State highway 93, Year Built: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,951 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 4,096 (year 2039), Design Load: HS 15, Features Intersected: BR PIGEON RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.993, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 58.0m (190.3ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2017
Find on map >> Show street view
Structure Number: 7605021, Location: 0.16 MI N OF SR 172 (Lat: 40.800556, Lng: -81.602222), Route carried "on" structure: State highway 93, Year Built: 2009, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,951 (year 2015), Truck Traffic: 23%, Average Future Daily Traffic: 4,096 (year 2039), Design Load: HL 93, Features Intersected: BR TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.099, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 82.0m (269.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7605021, Location: 0.16 MI N OF SR 172 (Lat: 40.800556, Lng: -81.602222), Route carried "on" structure: State highway 93, Year Built: 2009, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,951 (year 2015), Truck Traffic: 23%, Average Future Daily Traffic: 4,096 (year 2039), Design Load: HL 93, Features Intersected: BR TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.099, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 82.0m (269.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 7605994, Location: 0.06 MI N OF SR 687 (Lat: 40.855622, Lng: -81.524683), Route carried "on" structure: State highway 236, Year Built: 1985, Status: Open, Structure Length: 0.14m (0.46ft), Average Daily Traffic: 2,092 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 2,904 (year 2039), Design Load: HS 20+Mod, Features Intersected: MUDBROOK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.181, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 1.1m (3.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 7605994, Location: 0.06 MI N OF SR 687 (Lat: 40.855622, Lng: -81.524683), Route carried "on" structure: State highway 236, Year Built: 1985, Status: Open, Structure Length: 0.14m (0.46ft), Average Daily Traffic: 2,092 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 2,904 (year 2039), Design Load: HS 20+Mod, Features Intersected: MUDBROOK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.181, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 1.1m (3.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 7606125, Location: JCT OF SR 241 AND US 30 (Lat: 40.768278, Lng: -81.582181), Route carried "on" structure: State highway 241, Year Built: 1970, Year Reconstructed: 2002, Status: Open, Structure Length: 8.46m (27.76ft), Average Daily Traffic: 6,931 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 9,620 (year 2039), Design Load: HS 20+Mod, Features Intersected: OVER STA-US 30-4.00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.679, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 186.0m (610.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7606125, Location: JCT OF SR 241 AND US 30 (Lat: 40.768278, Lng: -81.582181), Route carried "on" structure: State highway 241, Year Built: 1970, Year Reconstructed: 2002, Status: Open, Structure Length: 8.46m (27.76ft), Average Daily Traffic: 6,931 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 9,620 (year 2039), Design Load: HS 20+Mod, Features Intersected: OVER STA-US 30-4.00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.679, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 186.0m (610.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 7606125, Location: JCT OF SR 241 AND US 30 (Lat: 40.768278, Lng: -81.582181), Route carried "under" structure: US 30, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 18,061 (year 2015), Truck Traffic: 18%, Features Intersected: SR 241, Facility Carried by Structure: SR 241
Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 6.436, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 7606125, Location: JCT OF SR 241 AND US 30 (Lat: 40.768278, Lng: -81.582181), Route carried "under" structure: US 30, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 18,061 (year 2015), Truck Traffic: 18%, Features Intersected: SR 241, Facility Carried by Structure: SR 241
Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 6.436, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Find on map >> Show street view
Structure Number: 7606176, Location: 0.18 MI W OF SR 21 (Lat: 40.781375, Lng: -81.520036), Route carried "on" structure: State highway 241, Year Built: 1969, Status: Open, Structure Length: 22.19m (72.80ft), Average Daily Traffic: 8,164 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 11,332 (year 2039), Design Load: HS 20, Features Intersected: RJCL & W&LE RRS, TUSC RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.325, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 213.0m (698.8ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7606176, Location: 0.18 MI W OF SR 21 (Lat: 40.781375, Lng: -81.520036), Route carried "on" structure: State highway 241, Year Built: 1969, Status: Open, Structure Length: 22.19m (72.80ft), Average Daily Traffic: 8,164 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 11,332 (year 2039), Design Load: HS 20, Features Intersected: RJCL & W&LE RRS, TUSC RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.325, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 213.0m (698.8ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 7607164, Location: 2.59 MI W OF SR 93 (Lat: 40.796358, Lng: -81.648317), Route carried "on" structure: County highway 103, Year Built: 1968, Year Reconstructed: 2008, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 2,000 (year 1900), Average Future Daily Traffic: 23,303 (year 2039), Design Load: HS 25 or greater, Features Intersected: US-30, Facility Carried by Structure: DEERFIELD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.358, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7607164, Location: 2.59 MI W OF SR 93 (Lat: 40.796358, Lng: -81.648317), Route carried "on" structure: County highway 103, Year Built: 1968, Year Reconstructed: 2008, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 2,000 (year 1900), Average Future Daily Traffic: 23,303 (year 2039), Design Load: HS 25 or greater, Features Intersected: US-30, Facility Carried by Structure: DEERFIELD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.358, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 7607164, Location: 2.59 MI W OF SR 93 (Lat: 40.796358, Lng: -81.648317), Route carried "under" structure: US 30, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 16,789 (year 2015), Truck Traffic: 18%, Features Intersected: UNDER DEERFIELD AVE CR10, Facility Carried by Structure: DEERFIELD AVENUE
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.4m (63.6ft)
Structure Number: 7607164, Location: 2.59 MI W OF SR 93 (Lat: 40.796358, Lng: -81.648317), Route carried "under" structure: US 30, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 16,789 (year 2015), Truck Traffic: 18%, Features Intersected: UNDER DEERFIELD AVE CR10, Facility Carried by Structure: DEERFIELD AVENUE
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.4m (63.6ft)
Find on map >> Show street view
Structure Number: 760718, Location: 1.73 MI W OF SR 93 (Lat: 40.791211, Lng: -81.632103), Route carried "on" structure: US 30, Year Built: 1968, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 8,395 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 11,652 (year 2039), Design Load: HS 20, Features Intersected: OVER ALABAMA AVE CR-314
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.148, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.4m (4.6ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 760718, Location: 1.73 MI W OF SR 93 (Lat: 40.791211, Lng: -81.632103), Route carried "on" structure: US 30, Year Built: 1968, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 8,395 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 11,652 (year 2039), Design Load: HS 20, Features Intersected: OVER ALABAMA AVE CR-314
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.148, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.4m (4.6ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 760718, Location: 1.73 MI W OF SR 93 (Lat: 40.791211, Lng: -81.632103), Route carried "under" structure: County highway 314, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,654 (year 2015), Truck Traffic: 7%, Features Intersected: US-30F, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.687, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 1.4m (4.6ft)
Structure Number: 760718, Location: 1.73 MI W OF SR 93 (Lat: 40.791211, Lng: -81.632103), Route carried "under" structure: County highway 314, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,654 (year 2015), Truck Traffic: 7%, Features Intersected: US-30F, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.687, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 1.4m (4.6ft)
Find on map >> Show street view
Structure Number: 7607202, Location: 1.73 MI W OF SR 93 (Lat: 40.791547, Lng: -81.632025), Route carried "on" structure: US 30, Year Built: 1968, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 8,395 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 11,652 (year 2039), Design Load: HS 20, Features Intersected: OVER ALABAMA AVE CR-314
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.148, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.4m (4.6ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 7607202, Location: 1.73 MI W OF SR 93 (Lat: 40.791547, Lng: -81.632025), Route carried "on" structure: US 30, Year Built: 1968, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 8,395 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 11,652 (year 2039), Design Load: HS 20, Features Intersected: OVER ALABAMA AVE CR-314
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.148, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.4m (4.6ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 7607202, Location: 1.73 MI W OF SR 93 (Lat: 40.791547, Lng: -81.632025), Route carried "under" structure: County highway 314, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,654 (year 2015), Truck Traffic: 7%, Features Intersected: US-30F, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 6.887, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 1.4m (4.6ft)
Structure Number: 7607202, Location: 1.73 MI W OF SR 93 (Lat: 40.791547, Lng: -81.632025), Route carried "under" structure: County highway 314, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,654 (year 2015), Truck Traffic: 7%, Features Intersected: US-30F, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 6.887, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 1.4m (4.6ft)
Find on map >> Show street view
Structure Number: 7607229, Location: JCT OF SR 30 AND SR 93 (Lat: 40.779094, Lng: -81.603814), Route carried "on" structure: US 30, Year Built: 1968, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 8,395 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 11,652 (year 2039), Design Load: HS 20, Features Intersected: OVER STA-SR 93-10.38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.248, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 7607229, Location: JCT OF SR 30 AND SR 93 (Lat: 40.779094, Lng: -81.603814), Route carried "on" structure: US 30, Year Built: 1968, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 8,395 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 11,652 (year 2039), Design Load: HS 20, Features Intersected: OVER STA-SR 93-10.38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.248, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 7607229, Location: JCT OF SR 30 AND SR 93 (Lat: 40.779094, Lng: -81.603814), Route carried "under" structure: State highway 93, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 2,951 (year 2015), Truck Traffic: 15%, Features Intersected: UNDER US-30F, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 16.701, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 7607229, Location: JCT OF SR 30 AND SR 93 (Lat: 40.779094, Lng: -81.603814), Route carried "under" structure: State highway 93, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 2,951 (year 2015), Truck Traffic: 15%, Features Intersected: UNDER US-30F, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 16.701, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Find on map >> Show street view
Structure Number: 7607245, Location: JCT OF SR 30 AND SR 93 (Lat: 40.779436, Lng: -81.603706), Route carried "on" structure: US 30, Year Built: 1968, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 8,395 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 11,652 (year 2039), Design Load: HS 20, Features Intersected: OVER STA-SR 93-10.40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.248, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 7607245, Location: JCT OF SR 30 AND SR 93 (Lat: 40.779436, Lng: -81.603706), Route carried "on" structure: US 30, Year Built: 1968, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 8,395 (year 2015), Truck Traffic: 18%, Average Future Daily Traffic: 11,652 (year 2039), Design Load: HS 20, Features Intersected: OVER STA-SR 93-10.40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.248, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 7607245, Location: JCT OF SR 30 AND SR 93 (Lat: 40.779436, Lng: -81.603706), Route carried "under" structure: State highway 93, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 2,951 (year 2015), Truck Traffic: 16%, Features Intersected: UNDER US-30F, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 16.734, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 7607245, Location: JCT OF SR 30 AND SR 93 (Lat: 40.779436, Lng: -81.603706), Route carried "under" structure: State highway 93, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 2,951 (year 2015), Truck Traffic: 16%, Features Intersected: UNDER US-30F, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 16.734, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Find on map >> Show street view
Structure Number: 7607261, Location: 1.34 MI E OF SR 241 (Lat: 40.760836, Lng: -81.558625), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2039), Design Load: HS 20, Features Intersected: OVER PIGEON RUN AVE CR32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.592, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 7607261, Location: 1.34 MI E OF SR 241 (Lat: 40.760836, Lng: -81.558625), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2039), Design Load: HS 20, Features Intersected: OVER PIGEON RUN AVE CR32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.592, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 7607261, Location: 1.34 MI E OF SR 241 (Lat: 40.760836, Lng: -81.558625), Route carried "under" structure: County highway 320, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 690 (year 2015), Truck Traffic: 2%, Features Intersected: US 30, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 6.629, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft)
Structure Number: 7607261, Location: 1.34 MI E OF SR 241 (Lat: 40.760836, Lng: -81.558625), Route carried "under" structure: County highway 320, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 690 (year 2015), Truck Traffic: 2%, Features Intersected: US 30, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 6.629, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft)
Find on map >> Show street view
Structure Number: 7607296, Location: 1.34 MI E OF SR 241 (Lat: 40.761225, Lng: -81.558364), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2039), Design Load: HS 20, Features Intersected: OVER PIGEON RUN AVE CR32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.592, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 7607296, Location: 1.34 MI E OF SR 241 (Lat: 40.761225, Lng: -81.558364), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2039), Design Load: HS 20, Features Intersected: OVER PIGEON RUN AVE CR32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.592, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 7607296, Location: 1.34 MI E OF SR 241 (Lat: 40.761225, Lng: -81.558364), Route carried "under" structure: County highway 320, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 834 (year 2015), Truck Traffic: 3%, Features Intersected: US 30, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 6.677, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft)
Structure Number: 7607296, Location: 1.34 MI E OF SR 241 (Lat: 40.761225, Lng: -81.558364), Route carried "under" structure: County highway 320, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 834 (year 2015), Truck Traffic: 3%, Features Intersected: US 30, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 6.677, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 12.2m (40.0ft)
Find on map >> Show street view
Structure Number: 7607326, Location: 1.67 MI W OF SR 21 (Lat: 40.757161, Lng: -81.546736), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2039), Design Load: HS 20, Features Intersected: OVER CARMONT AVE CR-333
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.686, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 7607326, Location: 1.67 MI W OF SR 21 (Lat: 40.757161, Lng: -81.546736), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2039), Design Load: HS 20, Features Intersected: OVER CARMONT AVE CR-333
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.686, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 7607326, Location: 1.67 MI W OF SR 21 (Lat: 40.757161, Lng: -81.546736), Route carried "under" structure: County highway 333, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 1,153 (year 2015), Truck Traffic: 2%, Features Intersected: US30, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 3.459, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.7m (44.9ft)
Structure Number: 7607326, Location: 1.67 MI W OF SR 21 (Lat: 40.757161, Lng: -81.546736), Route carried "under" structure: County highway 333, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 1,153 (year 2015), Truck Traffic: 2%, Features Intersected: US30, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 3.459, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.7m (44.9ft)
Find on map >> Show street view
Structure Number: 7607342, Location: 1.67 MI W OF SR 21 (Lat: 40.757442, Lng: -81.546669), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2039), Design Load: HS 20, Features Intersected: OVER CARMONT AVE CR-333
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.686, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 7607342, Location: 1.67 MI W OF SR 21 (Lat: 40.757442, Lng: -81.546669), Route carried "on" structure: US 30, Year Built: 1971, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2039), Design Load: HS 20, Features Intersected: OVER CARMONT AVE CR-333
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.686, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 7607342, Location: 1.67 MI W OF SR 21 (Lat: 40.757442, Lng: -81.546669), Route carried "under" structure: County highway 333, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 1,153 (year 2015), Truck Traffic: 2%, Features Intersected: US30, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 3.475, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.7m (44.9ft)
Structure Number: 7607342, Location: 1.67 MI W OF SR 21 (Lat: 40.757442, Lng: -81.546669), Route carried "under" structure: County highway 333, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 1,153 (year 2015), Truck Traffic: 2%, Features Intersected: US30, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 3.475, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.7m (44.9ft)
Find on map >> Show street view
Structure Number: 7607369, Location: 1.00 MI W OF SR 21 (Lat: 40.757758, Lng: -81.534478), Route carried "on" structure: US 30, Year Built: 1969, Year Reconstructed: 2007, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2039), Design Load: HS 20+Mod, Features Intersected: OVER TUS RIV W&LE&RJCL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 76.0m (249.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7607369, Location: 1.00 MI W OF SR 21 (Lat: 40.757758, Lng: -81.534478), Route carried "on" structure: US 30, Year Built: 1969, Year Reconstructed: 2007, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2039), Design Load: HS 20+Mod, Features Intersected: OVER TUS RIV W&LE&RJCL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 76.0m (249.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 7607385, Location: 1.00 MI W OF SR 21 (Lat: 40.758056, Lng: -81.534692), Route carried "on" structure: US 30, Year Built: 1969, Year Reconstructed: 2007, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2039), Design Load: HS 20+Mod, Features Intersected: OVER TUS RIV W&LE&RJCL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 76.0m (249.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7607385, Location: 1.00 MI W OF SR 21 (Lat: 40.758056, Lng: -81.534692), Route carried "on" structure: US 30, Year Built: 1969, Year Reconstructed: 2007, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 9,667 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 13,418 (year 2039), Design Load: HS 20+Mod, Features Intersected: OVER TUS RIV W&LE&RJCL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 76.0m (249.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 7607407, Location: 0.30 MI W OF US 62 (Lat: 40.760703, Lng: -81.516419), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 6,979 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 9,687 (year 2039), Design Load: HS 20+Mod, Features Intersected: OVER STA-SR 21-8.38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.357, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 1.4m (4.6ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 7607407, Location: 0.30 MI W OF US 62 (Lat: 40.760703, Lng: -81.516419), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 6,979 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 9,687 (year 2039), Design Load: HS 20+Mod, Features Intersected: OVER STA-SR 21-8.38
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.357, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 1.4m (4.6ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 7607407, Location: 0.30 MI W OF US 62 (Lat: 40.760703, Lng: -81.516419), Route carried "under" structure: State highway 21, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 24,186 (year 2015), Truck Traffic: 8%, Features Intersected: US-30F, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 13.483, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 7607407, Location: 0.30 MI W OF US 62 (Lat: 40.760703, Lng: -81.516419), Route carried "under" structure: State highway 21, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 24,186 (year 2015), Truck Traffic: 8%, Features Intersected: US-30F, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 13.483, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
Find on map >> Show street view
Structure Number: 7607423, Location: 0.30 MI W OF US 62 (Lat: 40.761092, Lng: -81.516403), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 6,979 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 9,687 (year 2039), Design Load: HS 20+Mod, Features Intersected: OVER STA-SR 21-8.40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.357, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 1.4m (4.6ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 7607423, Location: 0.30 MI W OF US 62 (Lat: 40.761092, Lng: -81.516403), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 6,979 (year 2015), Truck Traffic: 17%, Average Future Daily Traffic: 9,687 (year 2039), Design Load: HS 20+Mod, Features Intersected: OVER STA-SR 21-8.40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.357, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 1.4m (4.6ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 7607423, Location: 0.30 MI W OF US 62 (Lat: 40.761092, Lng: -81.516403), Route carried "under" structure: State highway 21, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 24,186 (year 2015), Truck Traffic: 8%, Features Intersected: US-30F, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 13.516, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 7607423, Location: 0.30 MI W OF US 62 (Lat: 40.761092, Lng: -81.516403), Route carried "under" structure: State highway 21, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 24,186 (year 2015), Truck Traffic: 8%, Features Intersected: US-30F, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 13.516, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
Find on map >> Show street view
Structure Number: 7607458, Location: 1.40 MI E OF US 60 (Lat: 40.764169, Lng: -81.480547), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 13,660 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 18,960 (year 2039), Design Load: HS 20+Mod, Features Intersected: OVER SR 627 RICHVILLE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.398, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 7607458, Location: 1.40 MI E OF US 60 (Lat: 40.764169, Lng: -81.480547), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 13,660 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 18,960 (year 2039), Design Load: HS 20+Mod, Features Intersected: OVER SR 627 RICHVILLE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.398, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 7607458, Location: 1.40 MI E OF US 60 (Lat: 40.764169, Lng: -81.480547), Route carried "under" structure: County highway 248, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 4,579 (year 2015), Truck Traffic: 6%, Features Intersected: US 30, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.048, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 7607458, Location: 1.40 MI E OF US 60 (Lat: 40.764169, Lng: -81.480547), Route carried "under" structure: County highway 248, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 4,579 (year 2015), Truck Traffic: 6%, Features Intersected: US 30, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.048, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Find on map >> Show street view
Structure Number: 7607474, Location: 1.40 MI E OF US 62 (Lat: 40.764467, Lng: -81.480667), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 13,660 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 18,960 (year 2039), Design Load: HS 20+Mod, Features Intersected: OVER SR 627 RICHVILLE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.398, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 7607474, Location: 1.40 MI E OF US 62 (Lat: 40.764467, Lng: -81.480667), Route carried "on" structure: US 30, Year Built: 1973, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 13,660 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 18,960 (year 2039), Design Load: HS 20+Mod, Features Intersected: OVER SR 627 RICHVILLE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.398, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 7607474, Location: 1.40 MI E OF US 62 (Lat: 40.764467, Lng: -81.480667), Route carried "under" structure: County highway 248, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 4,579 (year 2015), Truck Traffic: 6%, Features Intersected: US 30, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 7607474, Location: 1.40 MI E OF US 62 (Lat: 40.764467, Lng: -81.480667), Route carried "under" structure: County highway 248, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 4,579 (year 2015), Truck Traffic: 6%, Features Intersected: US 30, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Find on map >> Show street view
Structure Number: 7631766, Location: 0.6 MI. N. OF SR172 (Lat: 40.802953, Lng: -81.543547), Route carried "on" structure: City street 17TH, Year Built: 1969, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,250 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,511 (year 2039), Design Load: HS 20, Features Intersected: WEST SIPPO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 3.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2017
Structure Number: 7631766, Location: 0.6 MI. N. OF SR172 (Lat: 40.802953, Lng: -81.543547), Route carried "on" structure: City street 17TH, Year Built: 1969, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,250 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,511 (year 2039), Design Load: HS 20, Features Intersected: WEST SIPPO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 134.0m (439.6ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 3.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2017
Find on map >> Show street view
Structure Number: 7631987, Location: 0.3 MI. W. OF 1ST ST. (Lat: 40.799639, Lng: -81.530128), Route carried "on" structure: City street CHERY, Year Built: 1952, Year Reconstructed: 1981, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 3,444 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,780 (year 2039), Design Load: HS 20+Mod, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: PE0720 CHERRY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.496, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 152.0m (498.7ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 6.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2017, Underwater Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7631987, Location: 0.3 MI. W. OF 1ST ST. (Lat: 40.799639, Lng: -81.530128), Route carried "on" structure: City street CHERY, Year Built: 1952, Year Reconstructed: 1981, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 3,444 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,780 (year 2039), Design Load: HS 20+Mod, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: PE0720 CHERRY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.496, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 152.0m (498.7ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 6.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2017, Underwater Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete