Bridge Statistics for Strasburg, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 233ft / 70.7mTotal length
- $69,000Total costs
- 176,851Total average daily traffic
- 19,893Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Strasburg
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 91960-1969
- 11970-1979
- 31990-1999
- 52000-2009
- 32010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 11980-1989
- 41990-1999
- Bridge Condition - Deck
- 20.0%Excellent
- 35.0%Very good
- 45.0%Good
- Bridge Condition - Superstructure
- 50.0%Excellent
- 25.0%Very good
- 20.0%Good
- 5.0%Fair
- Bridge Condition - Substructure
- 35.0%Excellent
- 15.0%Very good
- 30.0%Good
- 15.0%Satisfactory
- 5.0%Fair
- Bridge Condition - Channel
- 23.1%Excellent
- 15.4%Very good
- 38.5%Good
- 23.1%Satisfactory
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Structure Number: 790009, Location: 0.84 MI. N. OF JCT SR250 (Lat: 40.636950, Lng: -81.547531), Route carried "on" structure: State highway 21, Year Built: 1932, Year Reconstructed: 1978, Status: Open, Structure Length: 6.08m (19.95ft), Average Daily Traffic: 3,785 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 5,254 (year 2035), Design Load: HS 20, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 790009, Location: 0.84 MI. N. OF JCT SR250 (Lat: 40.636950, Lng: -81.547531), Route carried "on" structure: State highway 21, Year Built: 1932, Year Reconstructed: 1978, Status: Open, Structure Length: 6.08m (19.95ft), Average Daily Traffic: 3,785 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 5,254 (year 2035), Design Load: HS 20, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 790351, Location: 4.35 MI. N. OF JCT. SR39 (Lat: 40.585389, Lng: -81.522281), Route carried "on" structure: Interstate 77, Year Built: 1967, Year Reconstructed: 1998, Status: Open, Structure Length: 6.32m (20.73ft), Average Daily Traffic: 16,019 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 22,234 (year 2035), Design Load: HS 20, Features Intersected: OVER US 250 WB & CR 74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.611, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to 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: 790351, Location: 4.35 MI. N. OF JCT. SR39 (Lat: 40.585389, Lng: -81.522281), Route carried "on" structure: Interstate 77, Year Built: 1967, Year Reconstructed: 1998, Status: Open, Structure Length: 6.32m (20.73ft), Average Daily Traffic: 16,019 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 22,234 (year 2035), Design Load: HS 20, Features Intersected: OVER US 250 WB & CR 74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.611, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to 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: 7903545, Location: 4.35 MI. N. OF JCT. SR39 (Lat: 40.585089, Lng: -81.521969), Route carried "on" structure: Interstate 77, Year Built: 1967, Year Reconstructed: 1998, Status: Open, Structure Length: 5.93m (19.46ft), Average Daily Traffic: 16,019 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 22,234 (year 2035), Design Load: HS 20, Features Intersected: OVER US 250 WB & CR 74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.611, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to 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: 7903545, Location: 4.35 MI. N. OF JCT. SR39 (Lat: 40.585089, Lng: -81.521969), Route carried "on" structure: Interstate 77, Year Built: 1967, Year Reconstructed: 1998, Status: Open, Structure Length: 5.93m (19.46ft), Average Daily Traffic: 16,019 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 22,234 (year 2035), Design Load: HS 20, Features Intersected: OVER US 250 WB & CR 74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.611, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to 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: 7903634, Location: 0.09 MI. N. OF JCT. US250 (Lat: 40.586569, Lng: -81.521789), Route carried "on" structure: Interstate 77, Year Built: 1967, Year Reconstructed: 1998, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 16,019 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 22,234 (year 2035), Design Load: HS 20, Features Intersected: R.J. CORMAN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.756, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7903634, Location: 0.09 MI. N. OF JCT. US250 (Lat: 40.586569, Lng: -81.521789), Route carried "on" structure: Interstate 77, Year Built: 1967, Year Reconstructed: 1998, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 16,019 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 22,234 (year 2035), Design Load: HS 20, Features Intersected: R.J. CORMAN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.756, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7903669, Location: 0.09 MI. N. OF JCT. US250 (Lat: 40.586311, Lng: -81.521569), Route carried "on" structure: Interstate 77, Year Built: 1967, Year Reconstructed: 1998, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 16,019 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 22,234 (year 2035), Design Load: HS 20, Features Intersected: R.J. CORMAN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.756, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 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: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7903669, Location: 0.09 MI. N. OF JCT. US250 (Lat: 40.586311, Lng: -81.521569), Route carried "on" structure: Interstate 77, Year Built: 1967, Year Reconstructed: 1998, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 16,019 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 22,234 (year 2035), Design Load: HS 20, Features Intersected: R.J. CORMAN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.756, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 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: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7903707, Location: 0.9 MILES N OF JCT US 250 (Lat: 40.594481, Lng: -81.510839), Route carried "on" structure: County highway C0077, Year Built: 2012, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 100 (year 1970), Truck Traffic: 10%, Average Future Daily Traffic: 44,469 (year 1990), Design Load: HL 93, Features Intersected: I 77, Facility Carried by Structure: TR 420
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7903707, Location: 0.9 MILES N OF JCT US 250 (Lat: 40.594481, Lng: -81.510839), Route carried "on" structure: County highway C0077, Year Built: 2012, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 100 (year 1970), Truck Traffic: 10%, Average Future Daily Traffic: 44,469 (year 1990), Design Load: HL 93, Features Intersected: I 77, Facility Carried by Structure: TR 420
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 7903723, Location: 2.28 MI. N. OF JCT. US250 (Lat: 40.609889, Lng: -81.494789), Route carried "on" structure: County highway C0419, Year Built: 1967, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 451 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 44,469 (year 2035), Design Load: H 15, Features Intersected: I 77, Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.499, 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: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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: Epoxy Overlay, Membrane: Epoxy
Structure Number: 7903723, Location: 2.28 MI. N. OF JCT. US250 (Lat: 40.609889, Lng: -81.494789), Route carried "on" structure: County highway C0419, Year Built: 1967, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 451 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 44,469 (year 2035), Design Load: H 15, Features Intersected: I 77, Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.499, 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: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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: Epoxy Overlay, Membrane: Epoxy
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Structure Number: 7904622, Location: 2.89 MI. E. OF JCT. SR 21 (Lat: 40.587350, Lng: -81.523889), Route carried "on" structure: US 250, Year Built: 1932, Year Reconstructed: 1979, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 9,816 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 13,625 (year 2035), Design Load: HS 20, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.224, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7904622, Location: 2.89 MI. E. OF JCT. SR 21 (Lat: 40.587350, Lng: -81.523889), Route carried "on" structure: US 250, Year Built: 1932, Year Reconstructed: 1979, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 9,816 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 13,625 (year 2035), Design Load: HS 20, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.224, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7906153, Location: 3.81 MI. E. OF JCT. SR93 (Lat: 40.549581, Lng: -81.561061), Route carried "on" structure: State highway 516, Year Built: 1966, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,579 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,192 (year 2035), Design Load: H 15, Features Intersected: BR OF BROAD RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.132, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7906153, Location: 3.81 MI. E. OF JCT. SR93 (Lat: 40.549581, Lng: -81.561061), Route carried "on" structure: State highway 516, Year Built: 1966, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,579 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,192 (year 2035), Design Load: H 15, Features Intersected: BR OF BROAD RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.132, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7906161, Location: 4.07 MI.E.OF ST 93 (Lat: 40.548050, Lng: -81.556439), Route carried "on" structure: State highway 516, Year Built: 2004, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 1,579 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,192 (year 2035), Design Load: HS 25 or greater, Features Intersected: SOUTH FORK BROAD RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.582, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7906161, Location: 4.07 MI.E.OF ST 93 (Lat: 40.548050, Lng: -81.556439), Route carried "on" structure: State highway 516, Year Built: 2004, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 1,579 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 2,192 (year 2035), Design Load: HS 25 or greater, Features Intersected: SOUTH FORK BROAD RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.582, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 7930496, Location: .2 MILE N.E. OF JCT SR516 (Lat: 40.550669, Lng: -81.556161), Route carried "on" structure: County highway C0080, Year Built: 2001, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 916 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,271 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH OF BROAD RUN CREE, Facility Carried by Structure: DOVER TWP CR 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.802, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 7930496, Location: .2 MILE N.E. OF JCT SR516 (Lat: 40.550669, Lng: -81.556161), Route carried "on" structure: County highway C0080, Year Built: 2001, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 916 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,271 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH OF BROAD RUN CREE, Facility Carried by Structure: DOVER TWP CR 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.802, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 7930712, Location: STRASBURG N. CORP. LINE (Lat: 40.613650, Lng: -81.526231), Route carried "on" structure: County highway C0099, Year Built: 1978, Year Reconstructed: 1994, Status: Open, Structure Length: 3.64m (11.94ft), Average Daily Traffic: 581 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 806 (year 2035), Design Load: HS 20, Features Intersected: SUGARCREEK, Facility Carried by Structure: FRANKLIN CR 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $6,000, Total Project Cost: $69,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 7930712, Location: STRASBURG N. CORP. LINE (Lat: 40.613650, Lng: -81.526231), Route carried "on" structure: County highway C0099, Year Built: 1978, Year Reconstructed: 1994, Status: Open, Structure Length: 3.64m (11.94ft), Average Daily Traffic: 581 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 806 (year 2035), Design Load: HS 20, Features Intersected: SUGARCREEK, Facility Carried by Structure: FRANKLIN CR 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $6,000, Total Project Cost: $69,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 7930836, Location: 0.2 MI SE OF 277 EXT. 87 (Lat: 40.582050, Lng: -81.517331), Route carried "on" structure: County highway C0074, Year Built: 1996, Status: Open, Structure Length: 2.94m (9.65ft), Average Daily Traffic: 6,110 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 8,481 (year 2035), Design Load: HS 20+Mod, Features Intersected: R U CORMAN RAIL ROAD, Facility Carried by Structure: FRANKLIN CR 74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum 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: 7930836, Location: 0.2 MI SE OF 277 EXT. 87 (Lat: 40.582050, Lng: -81.517331), Route carried "on" structure: County highway C0074, Year Built: 1996, Status: Open, Structure Length: 2.94m (9.65ft), Average Daily Traffic: 6,110 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 8,481 (year 2035), Design Load: HS 20+Mod, Features Intersected: R U CORMAN RAIL ROAD, Facility Carried by Structure: FRANKLIN CR 74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum 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: 7931727, Location: 0.6 MI S OF STRASBURGCORP (Lat: 40.579439, Lng: -81.525589), Route carried "on" structure: County highway T0425, Year Built: 2011, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: HL 93, Features Intersected: BROAD RUN CREEK, Facility Carried by Structure: FRANKLIN TR 425
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.812, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum 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: Epoxy Coated Reinforcing
Structure Number: 7931727, Location: 0.6 MI S OF STRASBURGCORP (Lat: 40.579439, Lng: -81.525589), Route carried "on" structure: County highway T0425, Year Built: 2011, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 324 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2035), Design Load: HL 93, Features Intersected: BROAD RUN CREEK, Facility Carried by Structure: FRANKLIN TR 425
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.812, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum 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: Epoxy Coated Reinforcing
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Structure Number: 7932502, Location: 200 FT NORTH OF JCT SR516 (Lat: 40.549950, Lng: -81.560519), Route carried "on" structure: County highway C0078, Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,001 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,389 (year 2035), Design Load: HS 20+Mod, Features Intersected: BROAD CREEK, Facility Carried by Structure: DOVER TWP CR 78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.754, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 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: 7932502, Location: 200 FT NORTH OF JCT SR516 (Lat: 40.549950, Lng: -81.560519), Route carried "on" structure: County highway C0078, Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,001 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,389 (year 2035), Design Load: HS 20+Mod, Features Intersected: BROAD CREEK, Facility Carried by Structure: DOVER TWP CR 78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.754, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 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: 793282, Location: 1.5 MILE W. OF STRASBURG (Lat: 40.599911, Lng: -81.563031), Route carried "on" structure: County highway C0094, Year Built: 2008, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 623 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 865 (year 2035), Design Load: HS 20+Mod, Features Intersected: TURKEY FOOT RUN, Facility Carried by Structure: FRANKLIN CR 94
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.1 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: Equal to present minimum 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
Structure Number: 793282, Location: 1.5 MILE W. OF STRASBURG (Lat: 40.599911, Lng: -81.563031), Route carried "on" structure: County highway C0094, Year Built: 2008, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 623 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 865 (year 2035), Design Load: HS 20+Mod, Features Intersected: TURKEY FOOT RUN, Facility Carried by Structure: FRANKLIN CR 94
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.1 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: Equal to present minimum 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
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Structure Number: 7932839, Location: .4 MI. S OF SRASBURG CORP (Lat: 40.579139, Lng: -81.531339), Route carried "on" structure: County highway C0078, Year Built: 2004, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 1,001 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,389 (year 2035), Design Load: HS 20+Mod, Features Intersected: BROAD RUN CREEK, Facility Carried by Structure: FRANKLIN CR 78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), 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: 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: 7932839, Location: .4 MI. S OF SRASBURG CORP (Lat: 40.579139, Lng: -81.531339), Route carried "on" structure: County highway C0078, Year Built: 2004, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 1,001 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,389 (year 2035), Design Load: HS 20+Mod, Features Intersected: BROAD RUN CREEK, Facility Carried by Structure: FRANKLIN CR 78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), 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: 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: 7932872, Location: 50 FT SW OF CO RD 98 JCT (Lat: 40.577131, Lng: -81.545231), Route carried "on" structure: County highway T0429, Year Built: 2020, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 41 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 57 (year 2035), Design Load: HS 20+Mod, Features Intersected: BROAD RUN BRANCH, Facility Carried by Structure: FRANKLIN TWP 429
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.844, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, 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: Equal to present desirable criteria, Deck Geometry: Better than 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 7932872, Location: 50 FT SW OF CO RD 98 JCT (Lat: 40.577131, Lng: -81.545231), Route carried "on" structure: County highway T0429, Year Built: 2020, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 41 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 57 (year 2035), Design Load: HS 20+Mod, Features Intersected: BROAD RUN BRANCH, Facility Carried by Structure: FRANKLIN TWP 429
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.844, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, 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: Equal to present desirable criteria, Deck Geometry: Better than 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: 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: 7932928, Location: 1000' S OF C.O. RD 94 JCT (Lat: 40.598531, Lng: -81.549219), Route carried "on" structure: County highway T0434, Year Built: 1992, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 951 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,320 (year 2035), Design Load: HS 20+Mod, Features Intersected: BROAD RUN CREEK BRANCH, Facility Carried by Structure: FRANK TWP. RD. 434
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.876, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: 7932928, Location: 1000' S OF C.O. RD 94 JCT (Lat: 40.598531, Lng: -81.549219), Route carried "on" structure: County highway T0434, Year Built: 1992, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 951 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,320 (year 2035), Design Load: HS 20+Mod, Features Intersected: BROAD RUN CREEK BRANCH, Facility Carried by Structure: FRANK TWP. RD. 434
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.876, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: 7932952, Location: 1000' S.E. OF C.R. 78 JCT (Lat: 40.566211, Lng: -81.540189), Route carried "on" structure: County highway T0426, Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20+Mod, Features Intersected: BROAD RUN CREEK, Facility Carried by Structure: FRANK. TWP. RD 426
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: 7932952, Location: 1000' S.E. OF C.R. 78 JCT (Lat: 40.566211, Lng: -81.540189), Route carried "on" structure: County highway T0426, Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20+Mod, Features Intersected: BROAD RUN CREEK, Facility Carried by Structure: FRANK. TWP. RD 426
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: 790351, Location: 4.35 MI. N. OF JCT. SR39 (Lat: 40.585389, Lng: -81.522281), Route carried "under" structure: US 250, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 9,816 (year 2015), Truck Traffic: 11%, Features Intersected: I 77, Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 8.18m (26.84ft), Kilometerpoint: 8.449, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 790351, Location: 4.35 MI. N. OF JCT. SR39 (Lat: 40.585389, Lng: -81.522281), Route carried "under" structure: US 250, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 9,816 (year 2015), Truck Traffic: 11%, Features Intersected: I 77, Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 8.18m (26.84ft), Kilometerpoint: 8.449, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
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Structure Number: 7903545, Location: 4.35 MI. N. OF JCT. SR39 (Lat: 40.585089, Lng: -81.521969), Route carried "under" structure: US 250, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 9,816 (year 2015), Truck Traffic: 11%, Features Intersected: I 77, Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 7.22m (23.69ft), Kilometerpoint: 8.497, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 7903545, Location: 4.35 MI. N. OF JCT. SR39 (Lat: 40.585089, Lng: -81.521969), Route carried "under" structure: US 250, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 9,816 (year 2015), Truck Traffic: 11%, Features Intersected: I 77, Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 7.22m (23.69ft), Kilometerpoint: 8.497, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 7903707, Location: 0.9 MILES N OF JCT US 250 (Lat: 40.594481, Lng: -81.510839), Route carried "under" structure: Interstate 77, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 32,038 (year 2015), Truck Traffic: 12%, Features Intersected: TWP RD 420 (SUBWAY), Facility Carried by Structure: TR 420
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 46.059, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 7903707, Location: 0.9 MILES N OF JCT US 250 (Lat: 40.594481, Lng: -81.510839), Route carried "under" structure: Interstate 77, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 32,038 (year 2015), Truck Traffic: 12%, Features Intersected: TWP RD 420 (SUBWAY), Facility Carried by Structure: TR 420
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 46.059, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 7903723, Location: 2.28 MI. N. OF JCT. US250 (Lat: 40.609889, Lng: -81.494789), Route carried "under" structure: Interstate 77, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 32,038 (year 2015), Truck Traffic: 12%, Features Intersected: TWP RD 419 (SUBWAY)
Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 48.280, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 7903723, Location: 2.28 MI. N. OF JCT. US250 (Lat: 40.609889, Lng: -81.494789), Route carried "under" structure: Interstate 77, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 32,038 (year 2015), Truck Traffic: 12%, Features Intersected: TWP RD 419 (SUBWAY)
Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 48.280, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)