Bridge Statistics for Ridgway, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 141ft / 42.8mTotal length
- $1,850,000Total costs
- 29,835Total average daily traffic
- 2,701Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ridgway
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11940-1949
- 11950-1959
- 21970-1979
- 51980-1989
- 12010-2019
- Bridge Condition - Deck
- 11.1%Very good
- 22.2%Good
- 44.4%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 22.2%Very good
- 33.3%Good
- 33.3%Satisfactory
- 11.1%Poor
- Bridge Condition - Substructure
- 22.2%Very good
- 22.2%Good
- 44.4%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 22.2%Very good
- 22.2%Good
- 22.2%Satisfactory
- 33.3%Fair
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Structure Number: 15519, Location: RIDGWAY BOROUGH (Lat: 41.425494, Lng: -78.727014), Route carried "on" structure: State highway 120, Year Built: 1987, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 5,131 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 6,456 (year 2040), Design Load: HS 20+Mod, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15519, Location: RIDGWAY BOROUGH (Lat: 41.425494, Lng: -78.727014), Route carried "on" structure: State highway 120, Year Built: 1987, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 5,131 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 6,456 (year 2040), Design Load: HS 20+Mod, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 15521, Location: 3 MILES EAST OF RIDGWAY (Lat: 41.417483, Lng: -78.691397), Route carried "on" structure: State highway 120, Year Built: 1948, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 4,225 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 4,577 (year 2040), Design Load: HS 20, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.997, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Equal to present desirable criteria, Length Of Structure Improvement: 7.40m (24.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $91,000, Roadway Improvement Cost: $267,000, Total Project Cost: $1,226,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 15521, Location: 3 MILES EAST OF RIDGWAY (Lat: 41.417483, Lng: -78.691397), Route carried "on" structure: State highway 120, Year Built: 1948, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 4,225 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 4,577 (year 2040), Design Load: HS 20, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.997, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Equal to present desirable criteria, Length Of Structure Improvement: 7.40m (24.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $91,000, Roadway Improvement Cost: $267,000, Total Project Cost: $1,226,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 15552, Location: RIDGWAY BORO (Lat: 41.424864, Lng: -78.731414), Route carried "on" structure: US 219, Year Built: 1912, Year Reconstructed: 2015, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 5,312 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 9,479 (year 2040), Design Load: HL 93, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.495, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.0 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: 34.7 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: Meets minimum limits, Waterway Adequacy: Equal 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: May 2020, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $250,000, Total Project Cost: $624,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15552, Location: RIDGWAY BORO (Lat: 41.424864, Lng: -78.731414), Route carried "on" structure: US 219, Year Built: 1912, Year Reconstructed: 2015, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 5,312 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 9,479 (year 2040), Design Load: HL 93, Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.495, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.0 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: 34.7 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: Meets minimum limits, Waterway Adequacy: Equal 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: May 2020, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $250,000, Total Project Cost: $624,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1562, Location: REAR ADMIRAL PAUL H. SPEE (Lat: 41.420756, Lng: -78.735289), Route carried "on" structure: State highway 948, Year Built: 1975, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 7,744 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 11,218 (year 2040), Design Load: HS 20, Features Intersected: CLARION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.011, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.70m (25.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1562, Location: REAR ADMIRAL PAUL H. SPEE (Lat: 41.420756, Lng: -78.735289), Route carried "on" structure: State highway 948, Year Built: 1975, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 7,744 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 11,218 (year 2040), Design Load: HS 20, Features Intersected: CLARION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.011, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.70m (25.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 15641, Location: 2 MI SW RIDGWAY (Lat: 41.397503, Lng: -78.751683), Route carried "on" structure: State highway 949, Year Built: 1959, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 338 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 577 (year 2040), Design Load: HS 20, Features Intersected: ISLAND RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.447, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), 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: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15641, Location: 2 MI SW RIDGWAY (Lat: 41.397503, Lng: -78.751683), Route carried "on" structure: State highway 949, Year Built: 1959, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 338 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 577 (year 2040), Design Load: HS 20, Features Intersected: ISLAND RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.447, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), 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: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15713, Location: RIDGWAY (Lat: 41.421994, Lng: -78.750239), Route carried "on" structure: State highway , Year Built: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 713 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 708 (year 2040), Design Load: HS 20+Mod, Features Intersected: ALYWORTH RUN, Facility Carried by Structure: SR 4001
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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 15713, Location: RIDGWAY (Lat: 41.421994, Lng: -78.750239), Route carried "on" structure: State highway , Year Built: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 713 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 708 (year 2040), Design Load: HS 20+Mod, Features Intersected: ALYWORTH RUN, Facility Carried by Structure: SR 4001
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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 15731, Location: 1 MI EAST RIDGWAY (Lat: 41.431800, Lng: -78.713131), Route carried "on" structure: US 219T, Year Built: 1987, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 576 (year 2020), Truck Traffic: 75%, Average Future Daily Traffic: 665 (year 2040), Design Load: HS 25 or greater, Features Intersected: BUFFALO & PITTSBURGH RR, Facility Carried by Structure: SR 2219-US 219 TR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.045, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15731, Location: 1 MI EAST RIDGWAY (Lat: 41.431800, Lng: -78.713131), Route carried "on" structure: US 219T, Year Built: 1987, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 576 (year 2020), Truck Traffic: 75%, Average Future Daily Traffic: 665 (year 2040), Design Load: HS 25 or greater, Features Intersected: BUFFALO & PITTSBURGH RR, Facility Carried by Structure: SR 2219-US 219 TR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.045, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 15733, Location: 1 MILE EAST OF RIDGWAY (Lat: 41.432806, Lng: -78.713253), Route carried "on" structure: US 219T, Year Built: 1987, Status: Open, Structure Length: 11.86m (38.91ft), Average Daily Traffic: 576 (year 2020), Truck Traffic: 75%, Average Future Daily Traffic: 665 (year 2040), Design Load: HS 25 or greater, Features Intersected: SR 120-PA 120 ELK CREEK, Facility Carried by Structure: SR 2219-US 219 TR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.045, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.90m (39.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15733, Location: 1 MILE EAST OF RIDGWAY (Lat: 41.432806, Lng: -78.713253), Route carried "on" structure: US 219T, Year Built: 1987, Status: Open, Structure Length: 11.86m (38.91ft), Average Daily Traffic: 576 (year 2020), Truck Traffic: 75%, Average Future Daily Traffic: 665 (year 2040), Design Load: HS 25 or greater, Features Intersected: SR 120-PA 120 ELK CREEK, Facility Carried by Structure: SR 2219-US 219 TR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.045, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.90m (39.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 15756, Location: 0.3 MILE SO OF SR 120 INT (Lat: 41.414497, Lng: -78.693897), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 200 (year 2021), Average Future Daily Traffic: 280 (year 2041), Design Load: HS 20, Features Intersected: MOHAN RUN, Facility Carried by Structure: T347, MOHAN RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15756, Location: 0.3 MILE SO OF SR 120 INT (Lat: 41.414497, Lng: -78.693897), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 200 (year 2021), Average Future Daily Traffic: 280 (year 2041), Design Load: HS 20, Features Intersected: MOHAN RUN, Facility Carried by Structure: T347, MOHAN RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52711, Location: 2 MILES WEST OF RIDGWAY (Lat: 41.415989, Lng: -78.775106), Route carried "on" structure: State highway , Year Built: 2015, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 611 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 841 (year 2040), Design Load: HL 93, Features Intersected: BIG MILL CREEK, Facility Carried by Structure: SR 3002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.459, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 47.3 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: 34.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52711, Location: 2 MILES WEST OF RIDGWAY (Lat: 41.415989, Lng: -78.775106), Route carried "on" structure: State highway , Year Built: 2015, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 611 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 841 (year 2040), Design Load: HL 93, Features Intersected: BIG MILL CREEK, Facility Carried by Structure: SR 3002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.459, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 47.3 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: 34.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 15733, Location: 1 MILE EAST OF RIDGWAY (Lat: 41.432806, Lng: -78.713253), Route carried "under" structure: State highway 120, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 4,409 (year 2021), Truck Traffic: 16%, Features Intersected: SR 120-PA 120 ELK CREEK, Facility Carried by Structure: SR 2219-US 219 TR
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 1.448, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 15733, Location: 1 MILE EAST OF RIDGWAY (Lat: 41.432806, Lng: -78.713253), Route carried "under" structure: State highway 120, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 4,409 (year 2021), Truck Traffic: 16%, Features Intersected: SR 120-PA 120 ELK CREEK, Facility Carried by Structure: SR 2219-US 219 TR
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 1.448, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)