Bridge Statistics for Fox Chase, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 131ft / 39.7mTotal length
- $3,095,000Total costs
- 188,998Total average daily traffic
- 21,625Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Fox Chase
- No street view available for this location
- New bridges - historical statistics
- 81960-1969
- 32010-2019
- Bridge Condition - Deck
- 20.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 20.0%Excellent
- 40.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 20.0%Very good
- 20.0%Good
- 40.0%Satisfactory
- 20.0%Fair
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Structure Number: 5195, Location: 5 MI N OF SINKING SPRING (Lat: 40.388500, Lng: -75.979331), Route carried "on" structure: US 222, Year Built: 1966, Year Reconstructed: 1996, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 24,276 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 32,472 (year 2032), Design Load: HS 20, Features Intersected: T-938(LEISCZ'S BR. RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.767, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 80.7 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 minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $10,000, Total Project Cost: $48,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 5195, Location: 5 MI N OF SINKING SPRING (Lat: 40.388500, Lng: -75.979331), Route carried "on" structure: US 222, Year Built: 1966, Year Reconstructed: 1996, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 24,276 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 32,472 (year 2032), Design Load: HS 20, Features Intersected: T-938(LEISCZ'S BR. RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.767, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 80.7 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 minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $10,000, Total Project Cost: $48,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 5196, Location: 2 MI SW OF PA61 (Lat: 40.393492, Lng: -75.972542), Route carried "on" structure: US 222, Year Built: 1966, Year Reconstructed: 1996, Status: Open, Structure Length: 14.02m (46.00ft), Average Daily Traffic: 25,712 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 33,161 (year 2032), Design Load: HS 20, Features Intersected: SCHUYLKILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.494, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.5 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.90m (48.88ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: November 2016, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $463,000, Total Project Cost: $2,121,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5196, Location: 2 MI SW OF PA61 (Lat: 40.393492, Lng: -75.972542), Route carried "on" structure: US 222, Year Built: 1966, Year Reconstructed: 1996, Status: Open, Structure Length: 14.02m (46.00ft), Average Daily Traffic: 25,712 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 33,161 (year 2032), Design Load: HS 20, Features Intersected: SCHUYLKILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.494, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.5 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.90m (48.88ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: November 2016, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $463,000, Total Project Cost: $2,121,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5197, Location: 2 MI.SW OF PA61 (Lat: 40.393631, Lng: -75.972714), Route carried "on" structure: US 222, Year Built: 1966, Year Reconstructed: 1996, Status: Open, Structure Length: 14.02m (46.00ft), Average Daily Traffic: 24,276 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 32,472 (year 2032), Design Load: HS 20, Features Intersected: SCHUYLKILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.507, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.5 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.90m (48.88ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: November 2016, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $202,000, Total Project Cost: $926,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 5197, Location: 2 MI.SW OF PA61 (Lat: 40.393631, Lng: -75.972714), Route carried "on" structure: US 222, Year Built: 1966, Year Reconstructed: 1996, Status: Open, Structure Length: 14.02m (46.00ft), Average Daily Traffic: 24,276 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 32,472 (year 2032), Design Load: HS 20, Features Intersected: SCHUYLKILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.507, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.5 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.90m (48.88ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: November 2016, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $202,000, Total Project Cost: $926,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 5198, Location: 1.5 MI S OF PA61 (Lat: 40.401244, Lng: -75.959142), Route carried "on" structure: State highway , Year Built: 1966, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 3,216 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 4,593 (year 2032), Design Load: HS 20, Features Intersected: US 222 (LR1035), Facility Carried by Structure: SR3067STOUDTSFERRY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), 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: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 55.3 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5198, Location: 1.5 MI S OF PA61 (Lat: 40.401244, Lng: -75.959142), Route carried "on" structure: State highway , Year Built: 1966, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 3,216 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 4,593 (year 2032), Design Load: HS 20, Features Intersected: US 222 (LR1035), Facility Carried by Structure: SR3067STOUDTSFERRY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), 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: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 55.3 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 47921, Location: SR 222 INTERCHANGE (Lat: 40.382097, Lng: -75.984717), Route carried "on" structure: State highway 183, Year Built: 2013, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 8,582 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 18,772 (year 2037), Design Load: HL 93, Features Intersected: US 222 (LR1035)
Minimum Vertical Clearance: 2.74m (8.99ft), Kilometerpoint: 6.753, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), 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: 31.5m (103.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 62.5 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47921, Location: SR 222 INTERCHANGE (Lat: 40.382097, Lng: -75.984717), Route carried "on" structure: State highway 183, Year Built: 2013, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 8,582 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 18,772 (year 2037), Design Load: HL 93, Features Intersected: US 222 (LR1035)
Minimum Vertical Clearance: 2.74m (8.99ft), Kilometerpoint: 6.753, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), 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: 31.5m (103.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 62.5 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, 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: 5194, Location: 5 MI N OF SINKING SPRING (Lat: 40.388408, Lng: -75.979100), Route carried "under" structure: State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 1,480 (year 1975), Truck Traffic: 1%, Features Intersected: T-938 (LEISCZ'S BR. RD.), Facility Carried by Structure: SR 222 (LR 1035)
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 9.1m (29.9ft)
Structure Number: 5194, Location: 5 MI N OF SINKING SPRING (Lat: 40.388408, Lng: -75.979100), Route carried "under" structure: State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 1,480 (year 1975), Truck Traffic: 1%, Features Intersected: T-938 (LEISCZ'S BR. RD.), Facility Carried by Structure: SR 222 (LR 1035)
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 9.1m (29.9ft)
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Structure Number: 5195, Location: 5 MI N OF SINKING SPRING (Lat: 40.388500, Lng: -75.979331), Route carried "under" structure: State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 1,480 (year 1975), Truck Traffic: 1%, Features Intersected: T-938(LEISCZ'S BR. RD), Facility Carried by Structure: US 222 SB(LR 1035)
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 9.8m (32.2ft)
Structure Number: 5195, Location: 5 MI N OF SINKING SPRING (Lat: 40.388500, Lng: -75.979331), Route carried "under" structure: State highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 1,480 (year 1975), Truck Traffic: 1%, Features Intersected: T-938(LEISCZ'S BR. RD), Facility Carried by Structure: US 222 SB(LR 1035)
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 9.8m (32.2ft)
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Structure Number: 5198, Location: 1.5 MI S OF PA61 (Lat: 40.401244, Lng: -75.959142), Route carried "under" structure: US 222, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 25,712 (year 2021), Truck Traffic: 11%, Features Intersected: US 222 (LR1035), Facility Carried by Structure: SR3067STOUDTSFERRY
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 22.993, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 5198, Location: 1.5 MI S OF PA61 (Lat: 40.401244, Lng: -75.959142), Route carried "under" structure: US 222, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 25,712 (year 2021), Truck Traffic: 11%, Features Intersected: US 222 (LR1035), Facility Carried by Structure: SR3067STOUDTSFERRY
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 22.993, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: 5198, Location: 1.5 MI S OF PA61 (Lat: 40.401244, Lng: -75.959142), Route carried "under" structure: US 222, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 24,276 (year 2021), Truck Traffic: 13%, Features Intersected: US 222 (LR1035), Facility Carried by Structure: SR3067STOUDTSFERRY
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 23.020, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 5198, Location: 1.5 MI S OF PA61 (Lat: 40.401244, Lng: -75.959142), Route carried "under" structure: US 222, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 24,276 (year 2021), Truck Traffic: 13%, Features Intersected: US 222 (LR1035), Facility Carried by Structure: SR3067STOUDTSFERRY
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 23.020, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: 47921, Location: SR 222 INTERCHANGE (Lat: 40.382097, Lng: -75.984717), Route carried "under" structure: US 222, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 24,276 (year 2021), Truck Traffic: 13%, Features Intersected: US 222 (LR1035), Facility Carried by Structure: PA 183 (LR310)
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 19.930, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 47921, Location: SR 222 INTERCHANGE (Lat: 40.382097, Lng: -75.984717), Route carried "under" structure: US 222, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 24,276 (year 2021), Truck Traffic: 13%, Features Intersected: US 222 (LR1035), Facility Carried by Structure: PA 183 (LR310)
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 19.930, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 47921, Location: SR 222 INTERCHANGE (Lat: 40.382097, Lng: -75.984717), Route carried "under" structure: US 222, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 25,712 (year 2021), Truck Traffic: 11%, Features Intersected: US 222 (LR1035), Facility Carried by Structure: PA 183 (LR310)
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 19.919, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 47921, Location: SR 222 INTERCHANGE (Lat: 40.382097, Lng: -75.984717), Route carried "under" structure: US 222, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 25,712 (year 2021), Truck Traffic: 11%, Features Intersected: US 222 (LR1035), Facility Carried by Structure: PA 183 (LR310)
Minimum Vertical Clearance: 5.76m (18.90ft), Kilometerpoint: 19.919, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.9m (85.0ft)