Bridge Statistics for Dover, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 36Number of bridges
- 509ft / 155mTotal length
- 414,477Total average daily traffic
- 52,604Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Dover
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 181960-1969
- 31970-1979
- 31990-1999
- 52000-2009
- 52010-2019
- Bridge Condition - Deck
- 14.3%Excellent
- 14.3%Very good
- 35.7%Good
- 35.7%Satisfactory
- Bridge Condition - Superstructure
- 25.0%Excellent
- 14.3%Very good
- 28.6%Good
- 32.1%Satisfactory
- Bridge Condition - Substructure
- 25.0%Excellent
- 3.6%Very good
- 35.7%Good
- 32.1%Satisfactory
- 3.6%Poor
- Bridge Condition - Channel
- 18.2%Excellent
- 4.5%Very good
- 31.8%Good
- 27.3%Satisfactory
- 9.1%Fair
- 9.1%Poor
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Structure Number: 7901038, Location: 2.51 MI. W. OF JCT. SR516 (Lat: 40.509669, Lng: -81.533450), Route carried "on" structure: State highway 39, Year Built: 1990, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 6,879 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 9,548 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANDYWINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.796, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7901038, Location: 2.51 MI. W. OF JCT. SR516 (Lat: 40.509669, Lng: -81.533450), Route carried "on" structure: State highway 39, Year Built: 1990, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 6,879 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 9,548 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANDYWINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.796, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7901127, Location: 0.86 MI. W. OF JCT. IR77 (Lat: 40.519419, Lng: -81.504900), Route carried "on" structure: State highway 39, Year Built: 1991, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 7,925 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 11,000 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANDYWINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.709, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021
Structure Number: 7901127, Location: 0.86 MI. W. OF JCT. IR77 (Lat: 40.519419, Lng: -81.504900), Route carried "on" structure: State highway 39, Year Built: 1991, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 7,925 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 11,000 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANDYWINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.709, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021
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Structure Number: 7901151, Location: 0.12 MI W OF JCT IR 77 (Lat: 40.527781, Lng: -81.495789), Route carried "on" structure: State highway 39, Year Built: 2009, Status: Open, Structure Length: 7.27m (23.85ft), Average Daily Traffic: 8,236 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 11,432 (year 2035), Design Load: HS 25 or greater, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.949, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7901151, Location: 0.12 MI W OF JCT IR 77 (Lat: 40.527781, Lng: -81.495789), Route carried "on" structure: State highway 39, Year Built: 2009, Status: Open, Structure Length: 7.27m (23.85ft), Average Daily Traffic: 8,236 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 11,432 (year 2035), Design Load: HS 25 or greater, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.949, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7901232, Location: 0.18 MI E OF JCT SR 211 (Lat: 40.524631, Lng: -81.491081), Route carried "on" structure: State highway 39, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,513 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 7,652 (year 2035), Design Load: H 15, Features Intersected: DRY HOLLOW CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.721, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: October 2021
Structure Number: 7901232, Location: 0.18 MI E OF JCT SR 211 (Lat: 40.524631, Lng: -81.491081), Route carried "on" structure: State highway 39, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,513 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 7,652 (year 2035), Design Load: H 15, Features Intersected: DRY HOLLOW CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.721, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: October 2021
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Structure Number: 7901348, Location: 1.1 MI.E.OF SR 211 (Lat: 40.512681, Lng: -81.488269), Route carried "on" structure: State highway 39, Year Built: 1996, Status: Open, Structure Length: 5.31m (17.42ft), Average Daily Traffic: 7,620 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 10,577 (year 2035), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.202, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7901348, Location: 1.1 MI.E.OF SR 211 (Lat: 40.512681, Lng: -81.488269), Route carried "on" structure: State highway 39, Year Built: 1996, Status: Open, Structure Length: 5.31m (17.42ft), Average Daily Traffic: 7,620 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 10,577 (year 2035), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.202, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7902972, Location: 1.22 MI. N. OF US 250 (Lat: 40.508069, Lng: -81.483631), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 15.58m (51.12ft), Average Daily Traffic: 21,775 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 30,224 (year 2035), Design Load: HS 20, Features Intersected: ACCESS RD (ABND.RR.BED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.325, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 18, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7902972, Location: 1.22 MI. N. OF US 250 (Lat: 40.508069, Lng: -81.483631), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 15.58m (51.12ft), Average Daily Traffic: 21,775 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 30,224 (year 2035), Design Load: HS 20, Features Intersected: ACCESS RD (ABND.RR.BED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.325, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 18, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7903006, Location: 1.22 MI. N. OF US 250 (Lat: 40.508200, Lng: -81.483350), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 15.58m (51.12ft), Average Daily Traffic: 21,775 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 30,224 (year 2035), Design Load: HS 20, Features Intersected: ACCESS RD (ABND.RR.BED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.325, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 18, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7903006, Location: 1.22 MI. N. OF US 250 (Lat: 40.508200, Lng: -81.483350), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 15.58m (51.12ft), Average Daily Traffic: 21,775 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 30,224 (year 2035), Design Load: HS 20, Features Intersected: ACCESS RD (ABND.RR.BED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.325, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 18, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 790303, Location: 1.44 MI. N. OF US 250 (Lat: 40.511150, Lng: -81.485539), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 9.19m (30.15ft), Average Daily Traffic: 21,775 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 30,224 (year 2035), Design Load: HS 20, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.679, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 790303, Location: 1.44 MI. N. OF US 250 (Lat: 40.511150, Lng: -81.485539), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 9.19m (30.15ft), Average Daily Traffic: 21,775 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 30,224 (year 2035), Design Load: HS 20, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.679, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7903065, Location: 1.44 MI. N. OF US 250 (Lat: 40.511100, Lng: -81.485181), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 9.19m (30.15ft), Average Daily Traffic: 21,775 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 30,224 (year 2035), Design Load: HS 20, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.679, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7903065, Location: 1.44 MI. N. OF US 250 (Lat: 40.511100, Lng: -81.485181), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 9.19m (30.15ft), Average Daily Traffic: 21,775 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 30,224 (year 2035), Design Load: HS 20, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.679, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7903154, Location: 1.62 MI. N. OF US 250 (Lat: 40.513261, Lng: -81.486831), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 21,775 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 30,224 (year 2035), Design Load: HS 20, Features Intersected: OVER SR 39(THIRD ST.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.969, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 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: 12.1m (39.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7903154, Location: 1.62 MI. N. OF US 250 (Lat: 40.513261, Lng: -81.486831), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 21,775 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 30,224 (year 2035), Design Load: HS 20, Features Intersected: OVER SR 39(THIRD ST.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.969, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 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: 12.1m (39.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7903189, Location: 1.62 MI. N. OF US 250 (Lat: 40.513411, Lng: -81.486600), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 21,775 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 30,224 (year 2035), Design Load: HS 20, Features Intersected: OVER SR 39(THIRD ST.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.969, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 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: 12.1m (39.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.9 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: 29.2 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7903189, Location: 1.62 MI. N. OF US 250 (Lat: 40.513411, Lng: -81.486600), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 21,775 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 30,224 (year 2035), Design Load: HS 20, Features Intersected: OVER SR 39(THIRD ST.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.969, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 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: 12.1m (39.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.9 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: 29.2 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7903243, Location: 4.35 MI. S. OF JCT. US250 (Lat: 40.527389, Lng: -81.493439), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 15,263 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 21,185 (year 2035), Design Load: HS 20, Features Intersected: OVER SR 39(DOVER INTERG)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.610, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 76.5 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: 59.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7903243, Location: 4.35 MI. S. OF JCT. US250 (Lat: 40.527389, Lng: -81.493439), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 15,263 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 21,185 (year 2035), Design Load: HS 20, Features Intersected: OVER SR 39(DOVER INTERG)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.610, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 76.5 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: 59.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7903278, Location: 4.35 MI. S. OF JCT. US250 (Lat: 40.527331, Lng: -81.493050), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 15,263 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 21,185 (year 2035), Design Load: HS 20, Features Intersected: OVER SR 39(DOVER INTRCG)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.610, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 76.5 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: 59.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7903278, Location: 4.35 MI. S. OF JCT. US250 (Lat: 40.527331, Lng: -81.493050), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 15,263 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 21,185 (year 2035), Design Load: HS 20, Features Intersected: OVER SR 39(DOVER INTRCG)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.610, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 76.5 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: 59.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7903308, Location: 4.11 MI. S. OF JCT. US250 (Lat: 40.530581, Lng: -81.495250), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 21,651 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 30,052 (year 2035), Design Load: HS 20, Features Intersected: GOETTGE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.997, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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 desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7903308, Location: 4.11 MI. S. OF JCT. US250 (Lat: 40.530581, Lng: -81.495250), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 21,651 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 30,052 (year 2035), Design Load: HS 20, Features Intersected: GOETTGE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.997, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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 desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7903332, Location: 4.11 MI. S. OF JCT. US250 (Lat: 40.530569, Lng: -81.494800), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 21,651 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 30,052 (year 2035), Design Load: HS 20, Features Intersected: GOETTGE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.997, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.3 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: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7903332, Location: 4.11 MI. S. OF JCT. US250 (Lat: 40.530569, Lng: -81.494800), Route carried "on" structure: Interstate 77, Year Built: 1963, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 21,651 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 30,052 (year 2035), Design Load: HS 20, Features Intersected: GOETTGE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.997, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.3 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: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7903375, Location: 2.72 MI S OF JCT US250 (Lat: 40.549861, Lng: -81.503369), Route carried "on" structure: County highway C0080, Year Built: 2010, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 1,066 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 57,906 (year 2035), Design Load: HS 25 or greater, Features Intersected: I 77, Facility Carried by Structure: CO RD 80 (OHIO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.267, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 58.3 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: 45.4 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7903375, Location: 2.72 MI S OF JCT US250 (Lat: 40.549861, Lng: -81.503369), Route carried "on" structure: County highway C0080, Year Built: 2010, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 1,066 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 57,906 (year 2035), Design Load: HS 25 or greater, Features Intersected: I 77, Facility Carried by Structure: CO RD 80 (OHIO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.267, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 58.3 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: 45.4 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7903456, Location: 0.98 MI. S. OF JCT. US250 (Lat: 40.573169, Lng: -81.513731), Route carried "on" structure: County highway C0424, Year Built: 1964, Status: Open, Structure Length: 18.23m (59.81ft), Average Daily Traffic: 951 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 56,943 (year 2035), Design Load: HL 93, Features Intersected: I77 PEN CENT RR SUGAR CR, Facility Carried by Structure: TOWNSHIP ROAD 424
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.177, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.9 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: 29.2 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
Structure Number: 7903456, Location: 0.98 MI. S. OF JCT. US250 (Lat: 40.573169, Lng: -81.513731), Route carried "on" structure: County highway C0424, Year Built: 1964, Status: Open, Structure Length: 18.23m (59.81ft), Average Daily Traffic: 951 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 56,943 (year 2035), Design Load: HL 93, Features Intersected: I77 PEN CENT RR SUGAR CR, Facility Carried by Structure: TOWNSHIP ROAD 424
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.177, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.9 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: 29.2 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 7906633, Location: 2.72 MI. N. OF JCT. SR39 (Lat: 40.519700, Lng: -81.473000), Route carried "on" structure: State highway 800, Year Built: 1939, Year Reconstructed: 1998, Status: Open, Structure Length: 9.98m (32.74ft), Average Daily Traffic: 5,463 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 7,583 (year 2035), Design Load: HS 20+Mod, Features Intersected: TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.180, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 42.1 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7906633, Location: 2.72 MI. N. OF JCT. SR39 (Lat: 40.519700, Lng: -81.473000), Route carried "on" structure: State highway 800, Year Built: 1939, Year Reconstructed: 1998, Status: Open, Structure Length: 9.98m (32.74ft), Average Daily Traffic: 5,463 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 7,583 (year 2035), Design Load: HS 20+Mod, Features Intersected: TUSCARAWAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.180, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 42.1 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7930569, Location: 0.20 MILE W. OF I77 (Lat: 40.550011, Lng: -81.505900), Route carried "on" structure: County highway C0080, Year Built: 2010, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,023 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,420 (year 2035), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK, Facility Carried by Structure: DOVER TWP CR 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 42.1 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7930569, Location: 0.20 MILE W. OF I77 (Lat: 40.550011, Lng: -81.505900), Route carried "on" structure: County highway C0080, Year Built: 2010, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,023 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,420 (year 2035), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK, Facility Carried by Structure: DOVER TWP CR 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 42.1 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7932561, Location: 0.3 MI E OF SR 39 JCT (Lat: 40.519819, Lng: -81.497931), Route carried "on" structure: County highway T0211, Year Built: 1970, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,038 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,441 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANDYWINE CREEK, Facility Carried by Structure: DOVER TWP. ROAD211
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.603, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.7m (18.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 7932561, Location: 0.3 MI E OF SR 39 JCT (Lat: 40.519819, Lng: -81.497931), Route carried "on" structure: County highway T0211, Year Built: 1970, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,038 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,441 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANDYWINE CREEK, Facility Carried by Structure: DOVER TWP. ROAD211
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.603, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.7m (18.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 7932596, Location: 200 FT N OF JCT SR39 (Lat: 40.509489, Lng: -81.524131), Route carried "on" structure: County highway T0374, Year Built: 2003, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANDYWINE CREEK, Facility Carried by Structure: DOVER TWP RD 374
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.651, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 97.2 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: 74.5 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 7932596, Location: 200 FT N OF JCT SR39 (Lat: 40.509489, Lng: -81.524131), Route carried "on" structure: County highway T0374, Year Built: 2003, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANDYWINE CREEK, Facility Carried by Structure: DOVER TWP RD 374
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.651, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 97.2 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: 74.5 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 7932642, Location: 0.50 MI N OF SR 211 JCT (Lat: 40.530700, Lng: -81.492719), Route carried "on" structure: County highway T0205, Year Built: 1969, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 4,081 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 5,664 (year 2035), Design Load: HS 20+Mod, Features Intersected: GOETTGE RUN, Facility Carried by Structure: DOVER TWP RD 205
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.587, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 7932642, Location: 0.50 MI N OF SR 211 JCT (Lat: 40.530700, Lng: -81.492719), Route carried "on" structure: County highway T0205, Year Built: 1969, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 4,081 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 5,664 (year 2035), Design Load: HS 20+Mod, Features Intersected: GOETTGE RUN, Facility Carried by Structure: DOVER TWP RD 205
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.587, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 793718, Location: 750' E OF S.R. 39 JCT (Lat: 40.519731, Lng: -81.486050), Route carried "on" structure: City street 4THST, Year Built: 1977, Status: Open, Structure Length: 12.65m (41.50ft), Average Daily Traffic: 1,134 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,574 (year 2035), Design Load: HS 20+Mod, Features Intersected: BALTIMORE OHIO RAILROAD, Facility Carried by Structure: DOVER 4TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.401, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 77.8 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 793718, Location: 750' E OF S.R. 39 JCT (Lat: 40.519731, Lng: -81.486050), Route carried "on" structure: City street 4THST, Year Built: 1977, Status: Open, Structure Length: 12.65m (41.50ft), Average Daily Traffic: 1,134 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,574 (year 2035), Design Load: HS 20+Mod, Features Intersected: BALTIMORE OHIO RAILROAD, Facility Carried by Structure: DOVER 4TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.401, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 77.8 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 7937261, Location: 600 FT S 0F JCT 19TH ST (Lat: 40.538619, Lng: -81.487831), Route carried "on" structure: City street WOSAV, Year Built: 2002, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 15,708 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 21,803 (year 2035), Design Load: HS 20+Mod, Features Intersected: GOETTGE RUN, Facility Carried by Structure: DOVER WOOSTER AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.111, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 7937261, Location: 600 FT S 0F JCT 19TH ST (Lat: 40.538619, Lng: -81.487831), Route carried "on" structure: City street WOSAV, Year Built: 2002, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 15,708 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 21,803 (year 2035), Design Load: HS 20+Mod, Features Intersected: GOETTGE RUN, Facility Carried by Structure: DOVER WOOSTER AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.111, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.4m (24.3ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 793749, Location: .4 MI E OF JCT SR 39 (Lat: 40.519619, Lng: -81.500900), Route carried "on" structure: County highway T1226, Year Built: 2004, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 1,038 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,441 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANDYWINE CREEK, Facility Carried by Structure: DOVER TWP RD 1226
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 42.1 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 793749, Location: .4 MI E OF JCT SR 39 (Lat: 40.519619, Lng: -81.500900), Route carried "on" structure: County highway T1226, Year Built: 2004, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 1,038 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,441 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANDYWINE CREEK, Facility Carried by Structure: DOVER TWP RD 1226
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 42.1 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 7937717, Location: .12 MILE S OF CR 80 (Lat: 40.547269, Lng: -81.519761), Route carried "on" structure: County highway T0374, Year Built: 2012, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH OF SUGARCREEK, Facility Carried by Structure: DOVER TWP RD 374
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.102, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 97.2 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: 74.5 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 7937717, Location: .12 MILE S OF CR 80 (Lat: 40.547269, Lng: -81.519761), Route carried "on" structure: County highway T0374, Year Built: 2012, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH OF SUGARCREEK, Facility Carried by Structure: DOVER TWP RD 374
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.102, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 97.2 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: 74.5 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 7960026, Location: 100' FO OF W FRONT ST JCT (Lat: 40.517350, Lng: -81.475661), Route carried "on" structure: City street TUSAV, Year Built: 2011, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 12,400 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 17,211 (year 2027), Design Load: HS 25 or greater, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: TUSCARAWAS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7960026, Location: 100' FO OF W FRONT ST JCT (Lat: 40.517350, Lng: -81.475661), Route carried "on" structure: City street TUSAV, Year Built: 2011, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 12,400 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 17,211 (year 2027), Design Load: HS 25 or greater, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: TUSCARAWAS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7960123, Location: 500' W OF WOOSTER AVE (Lat: 40.534739, Lng: -81.487089), Route carried "on" structure: County highway 509, Year Built: 1972, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,571 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,345 (year 2035), Design Load: HS 20, Features Intersected: GOETTGE RUN, Facility Carried by Structure: WEST 15TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.385, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7960123, Location: 500' W OF WOOSTER AVE (Lat: 40.534739, Lng: -81.487089), Route carried "on" structure: County highway 509, Year Built: 1972, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,571 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,345 (year 2035), Design Load: HS 20, Features Intersected: GOETTGE RUN, Facility Carried by Structure: WEST 15TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.385, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 796019, Location: 0.25 MI E OF WOOSTER AV. (Lat: 40.541619, Lng: -81.484939), Route carried "on" structure: City street E20ST, Year Built: 1935, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 190 (year 1991), Truck Traffic: 2%, Average Future Daily Traffic: 264 (year 2011), Design Load: HS 20+Mod, Features Intersected: GOETTGE RUN, Facility Carried by Structure: EAST 20TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.417, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 25.9 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: 19.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 796019, Location: 0.25 MI E OF WOOSTER AV. (Lat: 40.541619, Lng: -81.484939), Route carried "on" structure: City street E20ST, Year Built: 1935, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 190 (year 1991), Truck Traffic: 2%, Average Future Daily Traffic: 264 (year 2011), Design Load: HS 20+Mod, Features Intersected: GOETTGE RUN, Facility Carried by Structure: EAST 20TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.417, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 25.9 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: 19.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7960883, Location: 200 FT S OF JCT 14TH ST (Lat: 40.532511, Lng: -81.487589), Route carried "on" structure: City street WALNT, Year Built: 2003, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,000 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 2,776 (year 2023), Design Load: HS 20+Mod, Features Intersected: GOETTGE RUN, Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.433, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 58.3 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 7960883, Location: 200 FT S OF JCT 14TH ST (Lat: 40.532511, Lng: -81.487589), Route carried "on" structure: City street WALNT, Year Built: 2003, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,000 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 2,776 (year 2023), Design Load: HS 20+Mod, Features Intersected: GOETTGE RUN, Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.433, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 58.3 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 7903154, Location: 1.62 MI. N. OF US 250 (Lat: 40.513261, Lng: -81.486831), Route carried "under" structure: State highway 39, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 7,620 (year 2015), Truck Traffic: 10%, Features Intersected: I 77, Facility Carried by Structure: IR 77 & US 250
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 17.960, 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: 7903154, Location: 1.62 MI. N. OF US 250 (Lat: 40.513261, Lng: -81.486831), Route carried "under" structure: State highway 39, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 7,620 (year 2015), Truck Traffic: 10%, Features Intersected: I 77, Facility Carried by Structure: IR 77 & US 250
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 17.960, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.7m (44.9ft)
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Structure Number: 7903189, Location: 1.62 MI. N. OF US 250 (Lat: 40.513411, Lng: -81.486600), Route carried "under" structure: State highway 39, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 7,620 (year 2015), Truck Traffic: 10%, Features Intersected: I 77, Facility Carried by Structure: IR 77 & US 250
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 17.928, 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: 7903189, Location: 1.62 MI. N. OF US 250 (Lat: 40.513411, Lng: -81.486600), Route carried "under" structure: State highway 39, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 7,620 (year 2015), Truck Traffic: 10%, Features Intersected: I 77, Facility Carried by Structure: IR 77 & US 250
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 17.928, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.7m (44.9ft)
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Structure Number: 7903243, Location: 4.35 MI. S. OF JCT. US250 (Lat: 40.527389, Lng: -81.493439), Route carried "under" structure: State highway 39, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 12,252 (year 2015), Truck Traffic: 11%, Features Intersected: I 77, Facility Carried by Structure: IR 77 & US 250
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 16.126, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 7903243, Location: 4.35 MI. S. OF JCT. US250 (Lat: 40.527389, Lng: -81.493439), Route carried "under" structure: State highway 39, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 12,252 (year 2015), Truck Traffic: 11%, Features Intersected: I 77, Facility Carried by Structure: IR 77 & US 250
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 16.126, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 7903278, Location: 4.35 MI. S. OF JCT. US250 (Lat: 40.527331, Lng: -81.493050), Route carried "under" structure: State highway 39, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 12,252 (year 2015), Truck Traffic: 11%, Features Intersected: I 77, Facility Carried by Structure: IR 77 & US 250
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 16.174, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 7903278, Location: 4.35 MI. S. OF JCT. US250 (Lat: 40.527331, Lng: -81.493050), Route carried "under" structure: State highway 39, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 12,252 (year 2015), Truck Traffic: 11%, Features Intersected: I 77, Facility Carried by Structure: IR 77 & US 250
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 16.174, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 7903375, Location: 2.72 MI S OF JCT US250 (Lat: 40.549861, Lng: -81.503369), Route carried "under" structure: Interstate 77, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 41,719 (year 2015), Truck Traffic: 16%, Features Intersected: CO RD 80 (OHIO AVE), Facility Carried by Structure: CO RD 80 (OHIO AVE
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 40.234, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 7903375, Location: 2.72 MI S OF JCT US250 (Lat: 40.549861, Lng: -81.503369), Route carried "under" structure: Interstate 77, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 41,719 (year 2015), Truck Traffic: 16%, Features Intersected: CO RD 80 (OHIO AVE), Facility Carried by Structure: CO RD 80 (OHIO AVE
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 40.234, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
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Structure Number: 7903456, Location: 0.98 MI. S. OF JCT. US250 (Lat: 40.573169, Lng: -81.513731), Route carried "under" structure: Interstate 77, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 41,025 (year 2015), Truck Traffic: 13%, Features Intersected: TR 424 OVER I-77&S.CRK., Facility Carried by Structure: TOWNSHIP ROAD 424
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 43.034, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 7903456, Location: 0.98 MI. S. OF JCT. US250 (Lat: 40.573169, Lng: -81.513731), Route carried "under" structure: Interstate 77, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 41,025 (year 2015), Truck Traffic: 13%, Features Intersected: TR 424 OVER I-77&S.CRK., Facility Carried by Structure: TOWNSHIP ROAD 424
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 43.034, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)