Bridge Statistics for Cresson, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 164ft / 49.5mTotal length
- $4,574,000Total costs
- 132,674Total average daily traffic
- 19,763Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Cresson
- No street view available for this location
- Reconstructed bridges - Historical Statistics
- 41990-1999
- 22000-2009
- Bridge Condition - Deck
- 37.5%Good
- 25.0%Satisfactory
- 25.0%Fair
- 12.5%Poor
- Bridge Condition - Superstructure
- 25.0%Good
- 62.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 37.5%Good
- 62.5%Fair
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Structure Number: 8352, Location: 1.4 MILE WEST OF TR 53 (Lat: 40.458008, Lng: -78.623683), Route carried "on" structure: State highway , Year Built: 1982, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 633 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 615 (year 2040), Design Load: HS 20, Features Intersected: US 22, Facility Carried by Structure: T436 COONEY ROAD
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: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.60m (31.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8352, Location: 1.4 MILE WEST OF TR 53 (Lat: 40.458008, Lng: -78.623683), Route carried "on" structure: State highway , Year Built: 1982, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 633 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 615 (year 2040), Design Load: HS 20, Features Intersected: US 22, Facility Carried by Structure: T436 COONEY ROAD
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: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.60m (31.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8354, Location: 0.2 MILE WEST OF TR 53 (Lat: 40.449328, Lng: -78.603589), Route carried "on" structure: US 22, Year Built: 1983, Year Reconstructed: 2001, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 8,525 (year 2022), Truck Traffic: 15%, Average Future Daily Traffic: 11,841 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.582, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8354, Location: 0.2 MILE WEST OF TR 53 (Lat: 40.449328, Lng: -78.603589), Route carried "on" structure: US 22, Year Built: 1983, Year Reconstructed: 2001, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 8,525 (year 2022), Truck Traffic: 15%, Average Future Daily Traffic: 11,841 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.582, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8355, Location: 0.2 MILE WEST OF TR 53 (Lat: 40.449472, Lng: -78.603308), Route carried "on" structure: US 22, Year Built: 1983, Year Reconstructed: 2001, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 11,032 (year 2022), Truck Traffic: 15%, Average Future Daily Traffic: 12,716 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.586, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8355, Location: 0.2 MILE WEST OF TR 53 (Lat: 40.449472, Lng: -78.603308), Route carried "on" structure: US 22, Year Built: 1983, Year Reconstructed: 2001, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 11,032 (year 2022), Truck Traffic: 15%, Average Future Daily Traffic: 12,716 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.586, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8357, Location: 1.5 MILE WEST OF BLAIR CO (Lat: 40.460706, Lng: -78.565769), Route carried "on" structure: US 22, Year Built: 1983, Year Reconstructed: 2001, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 10,858 (year 2022), Truck Traffic: 17%, Average Future Daily Traffic: 12,418 (year 2032), Design Load: HS 20, Features Intersected: RR TRACE,HISTORIC TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.565, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 17.0m (55.8ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 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: Better than present minimum criteria, Deck Geometry: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8357, Location: 1.5 MILE WEST OF BLAIR CO (Lat: 40.460706, Lng: -78.565769), Route carried "on" structure: US 22, Year Built: 1983, Year Reconstructed: 2001, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 10,858 (year 2022), Truck Traffic: 17%, Average Future Daily Traffic: 12,418 (year 2032), Design Load: HS 20, Features Intersected: RR TRACE,HISTORIC TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.565, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 17.0m (55.8ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 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: Better than present minimum criteria, Deck Geometry: 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: July 2021, 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: 8358, Location: 1.5 MILE WEST OF BLAIR CO (Lat: 40.460606, Lng: -78.566136), Route carried "on" structure: US 22, Year Built: 1983, Year Reconstructed: 2001, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 11,113 (year 2022), Truck Traffic: 17%, Average Future Daily Traffic: 13,148 (year 2032), Design Load: HS 20, Features Intersected: RR TRACE,HISTORIC TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.481, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 68.9 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: Better than present minimum criteria, Deck Geometry: Better than present minimum 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8358, Location: 1.5 MILE WEST OF BLAIR CO (Lat: 40.460606, Lng: -78.566136), Route carried "on" structure: US 22, Year Built: 1983, Year Reconstructed: 2001, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 11,113 (year 2022), Truck Traffic: 17%, Average Future Daily Traffic: 13,148 (year 2032), Design Load: HS 20, Features Intersected: RR TRACE,HISTORIC TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.481, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 68.9 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: Better than present minimum criteria, Deck Geometry: Better than present minimum 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: July 2021, 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: 8379, Location: OVER TR 22 (Lat: 40.448456, Lng: -78.600897), Route carried "on" structure: State highway 53, Year Built: 1983, Year Reconstructed: 2007, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 4,798 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,068 (year 2032), Design Load: HS 20, Features Intersected: US 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.432, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), 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: 19.4m (63.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $339,000, Roadway Improvement Cost: $998,000, Total Project Cost: $4,574,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8379, Location: OVER TR 22 (Lat: 40.448456, Lng: -78.600897), Route carried "on" structure: State highway 53, Year Built: 1983, Year Reconstructed: 2007, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 4,798 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,068 (year 2032), Design Load: HS 20, Features Intersected: US 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.432, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), 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: 19.4m (63.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $339,000, Roadway Improvement Cost: $998,000, Total Project Cost: $4,574,000, 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: 8608, Location: .75 MI.E.OF CRESSON (Lat: 40.456789, Lng: -78.567369), Route carried "on" structure: State highway , Year Built: 1983, Year Reconstructed: 2006, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 4,455 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 7,019 (year 2040), Design Load: HS 20, Features Intersected: US 22, Facility Carried by Structure: SR 2014
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.243, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 52.6 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.20m (49.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8608, Location: .75 MI.E.OF CRESSON (Lat: 40.456789, Lng: -78.567369), Route carried "on" structure: State highway , Year Built: 1983, Year Reconstructed: 2006, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 4,455 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 7,019 (year 2040), Design Load: HS 20, Features Intersected: US 22, Facility Carried by Structure: SR 2014
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.243, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 52.6 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.20m (49.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8612, Location: 1.3 MILE SOUTH OF SR 2014 (Lat: 40.445967, Lng: -78.591603), Route carried "on" structure: State highway , Year Built: 1983, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 618 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 707 (year 2032), Design Load: HS 20, Features Intersected: US 22, Facility Carried by Structure: SR 2019
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.373, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.3m (119.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.40m (60.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8612, Location: 1.3 MILE SOUTH OF SR 2014 (Lat: 40.445967, Lng: -78.591603), Route carried "on" structure: State highway , Year Built: 1983, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 618 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 707 (year 2032), Design Load: HS 20, Features Intersected: US 22, Facility Carried by Structure: SR 2019
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.373, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.3m (119.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.40m (60.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8352, Location: 1.4 MILE WEST OF TR 53 (Lat: 40.458008, Lng: -78.623683), Route carried "under" structure: US 22, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 8,525 (year 2022), Truck Traffic: 15%, Features Intersected: US 22, Facility Carried by Structure: T436 COONEY ROAD
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 29.535, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 8352, Location: 1.4 MILE WEST OF TR 53 (Lat: 40.458008, Lng: -78.623683), Route carried "under" structure: US 22, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 8,525 (year 2022), Truck Traffic: 15%, Features Intersected: US 22, Facility Carried by Structure: T436 COONEY ROAD
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 29.535, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 8352, Location: 1.4 MILE WEST OF TR 53 (Lat: 40.458008, Lng: -78.623683), Route carried "under" structure: US 22, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 11,032 (year 2022), Truck Traffic: 15%, Features Intersected: US 22, Facility Carried by Structure: T436 COONEY ROAD
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 29.514, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 8352, Location: 1.4 MILE WEST OF TR 53 (Lat: 40.458008, Lng: -78.623683), Route carried "under" structure: US 22, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 11,032 (year 2022), Truck Traffic: 15%, Features Intersected: US 22, Facility Carried by Structure: T436 COONEY ROAD
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 29.514, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 8379, Location: OVER TR 22 (Lat: 40.448456, Lng: -78.600897), Route carried "under" structure: US 22, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 8,525 (year 2022), Truck Traffic: 15%, Features Intersected: US 22, Facility Carried by Structure: PA 53
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 31.725, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 8379, Location: OVER TR 22 (Lat: 40.448456, Lng: -78.600897), Route carried "under" structure: US 22, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 8,525 (year 2022), Truck Traffic: 15%, Features Intersected: US 22, Facility Carried by Structure: PA 53
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 31.725, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 8379, Location: OVER TR 22 (Lat: 40.448456, Lng: -78.600897), Route carried "under" structure: US 22, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 11,032 (year 2022), Truck Traffic: 15%, Features Intersected: US 22, Facility Carried by Structure: PA 53
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 31.719, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 8379, Location: OVER TR 22 (Lat: 40.448456, Lng: -78.600897), Route carried "under" structure: US 22, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 11,032 (year 2022), Truck Traffic: 15%, Features Intersected: US 22, Facility Carried by Structure: PA 53
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 31.719, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 8608, Location: .75 MI.E.OF CRESSON (Lat: 40.456789, Lng: -78.567369), Route carried "under" structure: US 22, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 10,858 (year 2022), Truck Traffic: 17%, Features Intersected: US 22, Facility Carried by Structure: SR 2014
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 35.119, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 8608, Location: .75 MI.E.OF CRESSON (Lat: 40.456789, Lng: -78.567369), Route carried "under" structure: US 22, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 10,858 (year 2022), Truck Traffic: 17%, Features Intersected: US 22, Facility Carried by Structure: SR 2014
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 35.119, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: 8608, Location: .75 MI.E.OF CRESSON (Lat: 40.456789, Lng: -78.567369), Route carried "under" structure: US 22, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 11,113 (year 2022), Truck Traffic: 17%, Features Intersected: US 22, Facility Carried by Structure: SR 2014
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 35.061, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 8608, Location: .75 MI.E.OF CRESSON (Lat: 40.456789, Lng: -78.567369), Route carried "under" structure: US 22, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 11,113 (year 2022), Truck Traffic: 17%, Features Intersected: US 22, Facility Carried by Structure: SR 2014
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 35.061, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: 8612, Location: 1.3 MILE SOUTH OF SR 2014 (Lat: 40.445967, Lng: -78.591603), Route carried "under" structure: US 22, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 8,525 (year 2022), Truck Traffic: 15%, Features Intersected: US 22, Facility Carried by Structure: SR 2019
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 32.575, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.3m (119.1ft)
Structure Number: 8612, Location: 1.3 MILE SOUTH OF SR 2014 (Lat: 40.445967, Lng: -78.591603), Route carried "under" structure: US 22, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 8,525 (year 2022), Truck Traffic: 15%, Features Intersected: US 22, Facility Carried by Structure: SR 2019
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 32.575, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.3m (119.1ft)
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Structure Number: 8612, Location: 1.3 MILE SOUTH OF SR 2014 (Lat: 40.445967, Lng: -78.591603), Route carried "under" structure: US 22, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 11,032 (year 2022), Truck Traffic: 15%, Features Intersected: US 22, Facility Carried by Structure: SR 2019
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 32.581, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.3m (119.1ft)
Structure Number: 8612, Location: 1.3 MILE SOUTH OF SR 2014 (Lat: 40.445967, Lng: -78.591603), Route carried "under" structure: US 22, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 11,032 (year 2022), Truck Traffic: 15%, Features Intersected: US 22, Facility Carried by Structure: SR 2019
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 32.581, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.3m (119.1ft)