Bridge Statistics for West Alexander, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 164ft / 49.7mTotal length
- $2,619,000Total costs
- 200,817Total average daily traffic
- 67,707Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for West Alexander
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11930-1939
- 11940-1949
- 21950-1959
- 171960-1969
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 21970-1979
- 31980-1989
- 31990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 5.0%Very good
- 45.0%Good
- 40.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 10.0%Very good
- 30.0%Good
- 35.0%Satisfactory
- 20.0%Fair
- 5.0%Poor
- Bridge Condition - Substructure
- 30.0%Good
- 50.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 5.9%Very good
- 47.1%Satisfactory
- 35.3%Fair
- 11.8%Poor
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Structure Number: 34423, Location: DONEGAL TOWNSHIP (Lat: 40.103100, Lng: -80.502194), Route carried "on" structure: State highway , Year Built: 1966, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 418 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,989 (year 2032), Design Load: HS 20, Features Intersected: SR 0070, Facility Carried by Structure: SR 3034 (T-903)
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: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.20m (36.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $48,000, Total Project Cost: $219,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 34423, Location: DONEGAL TOWNSHIP (Lat: 40.103100, Lng: -80.502194), Route carried "on" structure: State highway , Year Built: 1966, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 418 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,989 (year 2032), Design Load: HS 20, Features Intersected: SR 0070, Facility Carried by Structure: SR 3034 (T-903)
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: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.20m (36.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $48,000, Total Project Cost: $219,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 34424, Location: DONEGAL TOWNSHIP (Lat: 40.108558, Lng: -80.491883), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1982, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 16,306 (year 2022), Truck Traffic: 34%, Average Future Daily Traffic: 18,372 (year 2032), Design Load: HS 20, Features Intersected: ABANDONED RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.469, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $40,000, Total Project Cost: $183,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34424, Location: DONEGAL TOWNSHIP (Lat: 40.108558, Lng: -80.491883), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1982, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 16,306 (year 2022), Truck Traffic: 34%, Average Future Daily Traffic: 18,372 (year 2032), Design Load: HS 20, Features Intersected: ABANDONED RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.469, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $40,000, Total Project Cost: $183,000, 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: 34426, Location: DONEGAL TOWNSHIP (Lat: 40.108475, Lng: -80.492372), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1982, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 16,634 (year 2022), Truck Traffic: 35%, Average Future Daily Traffic: 18,158 (year 2032), Design Load: HS 20, Features Intersected: ABANDONED RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.453, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 34426, Location: DONEGAL TOWNSHIP (Lat: 40.108475, Lng: -80.492372), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1982, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 16,634 (year 2022), Truck Traffic: 35%, Average Future Daily Traffic: 18,158 (year 2032), Design Load: HS 20, Features Intersected: ABANDONED RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.453, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 34429, Location: DONEGAL TOWNSHIP (Lat: 40.119392, Lng: -80.475964), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 16,306 (year 2022), Truck Traffic: 34%, Average Future Daily Traffic: 18,372 (year 2032), Design Load: HS 25 or greater, Features Intersected: BR DUTCH FORK BUFFALO CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.085, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $68,000, Total Project Cost: $313,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34429, Location: DONEGAL TOWNSHIP (Lat: 40.119392, Lng: -80.475964), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 16,306 (year 2022), Truck Traffic: 34%, Average Future Daily Traffic: 18,372 (year 2032), Design Load: HS 25 or greater, Features Intersected: BR DUTCH FORK BUFFALO CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.085, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $68,000, Total Project Cost: $313,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3443, Location: DONEGAL TOWNSHIP (Lat: 40.119614, Lng: -80.475697), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1990, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 16,634 (year 2022), Truck Traffic: 35%, Average Future Daily Traffic: 18,158 (year 2032), Design Load: HS 25 or greater, Features Intersected: BR DUTCH FORK BUFFALO CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.072, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3443, Location: DONEGAL TOWNSHIP (Lat: 40.119614, Lng: -80.475697), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1990, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 16,634 (year 2022), Truck Traffic: 35%, Average Future Daily Traffic: 18,158 (year 2032), Design Load: HS 25 or greater, Features Intersected: BR DUTCH FORK BUFFALO CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.072, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34431, Location: DONEGAL TOWNSHIP (Lat: 40.113692, Lng: -80.465397), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1989, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 16,306 (year 2022), Truck Traffic: 34%, Average Future Daily Traffic: 18,372 (year 2032), Design Load: HS 25 or greater, Features Intersected: DUTCH FORK BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.689, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 34431, Location: DONEGAL TOWNSHIP (Lat: 40.113692, Lng: -80.465397), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1989, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 16,306 (year 2022), Truck Traffic: 34%, Average Future Daily Traffic: 18,372 (year 2032), Design Load: HS 25 or greater, Features Intersected: DUTCH FORK BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.689, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 34432, Location: DONEGAL TOWNSHIP (Lat: 40.113975, Lng: -80.465397), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1990, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 16,634 (year 2022), Truck Traffic: 35%, Average Future Daily Traffic: 18,158 (year 2032), Design Load: HS 25 or greater, Features Intersected: DUTCH FORK BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.716, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 34432, Location: DONEGAL TOWNSHIP (Lat: 40.113975, Lng: -80.465397), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1990, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 16,634 (year 2022), Truck Traffic: 35%, Average Future Daily Traffic: 18,158 (year 2032), Design Load: HS 25 or greater, Features Intersected: DUTCH FORK BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.716, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 34433, Location: DONEGAL TOWNSHIP (Lat: 40.114294, Lng: -80.456728), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1989, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 16,306 (year 2022), Truck Traffic: 34%, Average Future Daily Traffic: 18,372 (year 2032), Design Load: HS 25 or greater, Features Intersected: DUTCH FORK BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.441, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 34433, Location: DONEGAL TOWNSHIP (Lat: 40.114294, Lng: -80.456728), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1989, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 16,306 (year 2022), Truck Traffic: 34%, Average Future Daily Traffic: 18,372 (year 2032), Design Load: HS 25 or greater, Features Intersected: DUTCH FORK BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.441, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 34434, Location: DONEGAL TOWNSHIP (Lat: 40.114669, Lng: -80.456800), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1990, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 16,634 (year 2022), Truck Traffic: 35%, Average Future Daily Traffic: 18,158 (year 2032), Design Load: HS 25 or greater, Features Intersected: DUTCH FORK OF BUFFALO CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.425, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 34434, Location: DONEGAL TOWNSHIP (Lat: 40.114669, Lng: -80.456800), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1990, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 16,634 (year 2022), Truck Traffic: 35%, Average Future Daily Traffic: 18,158 (year 2032), Design Load: HS 25 or greater, Features Intersected: DUTCH FORK OF BUFFALO CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.425, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 35032, Location: DONEGAL TOWNSHIP (Lat: 40.149111, Lng: -80.476392), Route carried "on" structure: State highway , Year Built: 1933, Year Reconstructed: 1945, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 144 (year 2022), Truck Traffic: 23%, Average Future Daily Traffic: 310 (year 2032), Design Load: H 15, Features Intersected: RALSTON RUN, Facility Carried by Structure: SR 3001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.439, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $64,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35032, Location: DONEGAL TOWNSHIP (Lat: 40.149111, Lng: -80.476392), Route carried "on" structure: State highway , Year Built: 1933, Year Reconstructed: 1945, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 144 (year 2022), Truck Traffic: 23%, Average Future Daily Traffic: 310 (year 2032), Design Load: H 15, Features Intersected: RALSTON RUN, Facility Carried by Structure: SR 3001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.439, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $64,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35036, Location: DONEGAL TOWNSHIP (Lat: 40.162322, Lng: -80.470017), Route carried "on" structure: State highway , Year Built: 1964, Year Reconstructed: 2018, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 41 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2032), Design Load: HL 93, Features Intersected: DUTCH FORK BUFFALO CREEK, Facility Carried by Structure: SR 3004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $19,000, Total Project Cost: $86,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35036, Location: DONEGAL TOWNSHIP (Lat: 40.162322, Lng: -80.470017), Route carried "on" structure: State highway , Year Built: 1964, Year Reconstructed: 2018, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 41 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2032), Design Load: HL 93, Features Intersected: DUTCH FORK BUFFALO CREEK, Facility Carried by Structure: SR 3004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $19,000, Total Project Cost: $86,000, 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: 35062, Location: WEST FINLEY TOWNSHIP (Lat: 40.068208, Lng: -80.508558), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 118 (year 2022), Truck Traffic: 36%, Average Future Daily Traffic: 149 (year 2032), Design Load: H 20, Features Intersected: BR OF MID WHEELING CREEK, Facility Carried by Structure: SR 3018
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.719, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35062, Location: WEST FINLEY TOWNSHIP (Lat: 40.068208, Lng: -80.508558), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 118 (year 2022), Truck Traffic: 36%, Average Future Daily Traffic: 149 (year 2032), Design Load: H 20, Features Intersected: BR OF MID WHEELING CREEK, Facility Carried by Structure: SR 3018
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.719, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35065, Location: WEST FINLEY TOWNSHIP (Lat: 40.067803, Lng: -80.482097), Route carried "on" structure: State highway , Year Built: 1941, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 39 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 936 (year 2032), Design Load: H 15, Features Intersected: MIDDLE WHEELING CREEK, Facility Carried by Structure: SR 3021
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.131, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $150,000, Total Project Cost: $279,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35065, Location: WEST FINLEY TOWNSHIP (Lat: 40.067803, Lng: -80.482097), Route carried "on" structure: State highway , Year Built: 1941, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 39 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 936 (year 2032), Design Load: H 15, Features Intersected: MIDDLE WHEELING CREEK, Facility Carried by Structure: SR 3021
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.131, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $150,000, Total Project Cost: $279,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35066, Location: WEST FINLEY TOWNSHIP (Lat: 40.068333, Lng: -80.490000), Route carried "on" structure: State highway , Year Built: 1953, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 710 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 779 (year 2032), Design Load: HS 20, Features Intersected: MIDDLE WHEELING CREEK, Facility Carried by Structure: SR 3021
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.250, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $10,000, Total Project Cost: $45,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35066, Location: WEST FINLEY TOWNSHIP (Lat: 40.068333, Lng: -80.490000), Route carried "on" structure: State highway , Year Built: 1953, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 710 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 779 (year 2032), Design Load: HS 20, Features Intersected: MIDDLE WHEELING CREEK, Facility Carried by Structure: SR 3021
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.250, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $10,000, Total Project Cost: $45,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35069, Location: DONEGAL TOWNSHIP (Lat: 40.076936, Lng: -80.504031), Route carried "on" structure: State highway , Year Built: 1953, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 784 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 1,004 (year 2032), Design Load: HS 20, Features Intersected: BR. MIDDLE WHEELING CK., Facility Carried by Structure: SR 3023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.783, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35069, Location: DONEGAL TOWNSHIP (Lat: 40.076936, Lng: -80.504031), Route carried "on" structure: State highway , Year Built: 1953, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 784 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 1,004 (year 2032), Design Load: HS 20, Features Intersected: BR. MIDDLE WHEELING CK., Facility Carried by Structure: SR 3023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.783, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35073, Location: DONEGAL TOWNSHIP (Lat: 40.099967, Lng: -80.505819), Route carried "on" structure: State highway , Year Built: 1966, Year Reconstructed: 2009, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 2,198 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 1,993 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 0070, Facility Carried by Structure: SR 3023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.268, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.50m (27.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $280,000, Total Project Cost: $1,283,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35073, Location: DONEGAL TOWNSHIP (Lat: 40.099967, Lng: -80.505819), Route carried "on" structure: State highway , Year Built: 1966, Year Reconstructed: 2009, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 2,198 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 1,993 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 0070, Facility Carried by Structure: SR 3023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.268, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.50m (27.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $280,000, Total Project Cost: $1,283,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35077, Location: DONEGAL TOWNSHIP (Lat: 40.111797, Lng: -80.460000), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 7 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 4 (year 2032), Design Load: H 20, Features Intersected: BRANCH OF BUFFALO CREEK, Facility Carried by Structure: SR 3025
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.689, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $20,000, Total Project Cost: $91,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35077, Location: DONEGAL TOWNSHIP (Lat: 40.111797, Lng: -80.460000), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 7 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 4 (year 2032), Design Load: H 20, Features Intersected: BRANCH OF BUFFALO CREEK, Facility Carried by Structure: SR 3025
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.689, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $20,000, Total Project Cost: $91,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35271, Location: 150' EAST OF SR3001 (Lat: 40.122886, Lng: -80.473939), Route carried "on" structure: City street , Year Built: 1915, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 90 (year 1993), Average Future Daily Traffic: 75 (year 2013), Design Load: HS 25 or greater, Features Intersected: BUFFALO CREEK TRIB., Facility Carried by Structure: RODGERS BR.(T-487)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $12,000, Total Project Cost: $56,000, Deck Structure Type: Wood or Timber
Structure Number: 35271, Location: 150' EAST OF SR3001 (Lat: 40.122886, Lng: -80.473939), Route carried "on" structure: City street , Year Built: 1915, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 90 (year 1993), Average Future Daily Traffic: 75 (year 2013), Design Load: HS 25 or greater, Features Intersected: BUFFALO CREEK TRIB., Facility Carried by Structure: RODGERS BR.(T-487)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $12,000, Total Project Cost: $56,000, Deck Structure Type: Wood or Timber
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Structure Number: 44378, Location: 50' South of SR 3018 (Lat: 40.066544, Lng: -80.516253), Route carried "on" structure: City street T324, Year Built: 2006, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 50 (year 2027), Design Load: HL 93, Features Intersected: MIDDLE WHEELING CREEK, Facility Carried by Structure: Erskine Road T-324
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Toll: On toll road, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 3.9m (12.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 44378, Location: 50' South of SR 3018 (Lat: 40.066544, Lng: -80.516253), Route carried "on" structure: City street T324, Year Built: 2006, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 50 (year 2027), Design Load: HL 93, Features Intersected: MIDDLE WHEELING CREEK, Facility Carried by Structure: Erskine Road T-324
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Toll: On toll road, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 3.9m (12.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 4438, Location: 40' North of Twp Rd 360 (Lat: 40.088233, Lng: -80.487442), Route carried "on" structure: City street , Year Built: 2006, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2028), Design Load: H 15, Features Intersected: MIDDLE WHEELING CREEK, Facility Carried by Structure: Waynesburg Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Toll: Toll bridge, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.9m (12.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 4438, Location: 40' North of Twp Rd 360 (Lat: 40.088233, Lng: -80.487442), Route carried "on" structure: City street , Year Built: 2006, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2028), Design Load: H 15, Features Intersected: MIDDLE WHEELING CREEK, Facility Carried by Structure: Waynesburg Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Toll: Toll bridge, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.9m (12.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 47084, Location: 3.4 mi N from SR 0040 (Lat: 40.165378, Lng: -80.471367), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 56 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 56 (year 2032), Design Load: HL 93, Features Intersected: Dutch Fork Buffalo Creek, Facility Carried by Structure: SR 3001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.446, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
Structure Number: 47084, Location: 3.4 mi N from SR 0040 (Lat: 40.165378, Lng: -80.471367), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 56 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 56 (year 2032), Design Load: HL 93, Features Intersected: Dutch Fork Buffalo Creek, Facility Carried by Structure: SR 3001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.446, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
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Structure Number: 34423, Location: DONEGAL TOWNSHIP (Lat: 40.103100, Lng: -80.502194), Route carried "under" structure: Interstate 70, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 16,306 (year 2022), Truck Traffic: 34%, Features Intersected: SR 0070, Facility Carried by Structure: SR 3034 (T-903)
Minimum Vertical Clearance: 9.60m (31.50ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 34423, Location: DONEGAL TOWNSHIP (Lat: 40.103100, Lng: -80.502194), Route carried "under" structure: Interstate 70, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 16,306 (year 2022), Truck Traffic: 34%, Features Intersected: SR 0070, Facility Carried by Structure: SR 3034 (T-903)
Minimum Vertical Clearance: 9.60m (31.50ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 34423, Location: DONEGAL TOWNSHIP (Lat: 40.103100, Lng: -80.502194), Route carried "under" structure: Interstate 70, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 16,634 (year 2022), Truck Traffic: 35%, Features Intersected: SR 0070, Facility Carried by Structure: SR 3034 (T-903)
Minimum Vertical Clearance: 9.45m (31.00ft), Kilometerpoint: 1.585, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 34423, Location: DONEGAL TOWNSHIP (Lat: 40.103100, Lng: -80.502194), Route carried "under" structure: Interstate 70, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 16,634 (year 2022), Truck Traffic: 35%, Features Intersected: SR 0070, Facility Carried by Structure: SR 3034 (T-903)
Minimum Vertical Clearance: 9.45m (31.00ft), Kilometerpoint: 1.585, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 35073, Location: DONEGAL TOWNSHIP (Lat: 40.099967, Lng: -80.505819), Route carried "under" structure: Interstate 70, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 15,715 (year 2021), Truck Traffic: 33%, Features Intersected: SR 0070, Facility Carried by Structure: SR 3023
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 0.840, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 35073, Location: DONEGAL TOWNSHIP (Lat: 40.099967, Lng: -80.505819), Route carried "under" structure: Interstate 70, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 15,715 (year 2021), Truck Traffic: 33%, Features Intersected: SR 0070, Facility Carried by Structure: SR 3023
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 0.840, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: 35073, Location: DONEGAL TOWNSHIP (Lat: 40.099967, Lng: -80.505819), Route carried "under" structure: Interstate 70, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 15,697 (year 2021), Truck Traffic: 33%, Features Intersected: SR 0070, Facility Carried by Structure: SR 3023
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.843, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 35073, Location: DONEGAL TOWNSHIP (Lat: 40.099967, Lng: -80.505819), Route carried "under" structure: Interstate 70, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 15,697 (year 2021), Truck Traffic: 33%, Features Intersected: SR 0070, Facility Carried by Structure: SR 3023
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.843, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.3m (83.0ft)