Bridge Statistics for Penn Estates, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 46Number of bridges
- 413ft / 126mTotal length
- $4,690,000Total costs
- 619,116Total average daily traffic
- 112,300Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Penn Estates
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21940-1949
- 91950-1959
- 281960-1969
- 12000-2009
- 32010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 101980-1989
- 01990-1999
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 11.1%Excellent
- 11.1%Very good
- 14.8%Good
- 37.0%Satisfactory
- 14.8%Fair
- 11.1%Poor
- Bridge Condition - Superstructure
- 11.1%Excellent
- 14.8%Very good
- 22.2%Satisfactory
- 40.7%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 3.7%Excellent
- 3.7%Very good
- 14.8%Good
- 37.0%Satisfactory
- 22.2%Fair
- 18.5%Poor
- Bridge Condition - Channel
- 16.7%Very good
- 20.8%Satisfactory
- 45.8%Fair
- 16.7%Poor
- Bridge Condition - Culverts
- 16.7%Excellent
- 16.7%Good
- 50.0%Satisfactory
- 16.7%Poor
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Structure Number: 26679, Location: PA 33 SB OVER I-80 (Lat: 40.997936, Lng: -75.270097), Route carried "on" structure: State highway 33, Year Built: 1963, Year Reconstructed: 1992, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 7,582 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 9,661 (year 2032), Design Load: HS 25 or greater, Features Intersected: I-80(LR 1002)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.755, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), 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: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 0.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), 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: 26679, Location: PA 33 SB OVER I-80 (Lat: 40.997936, Lng: -75.270097), Route carried "on" structure: State highway 33, Year Built: 1963, Year Reconstructed: 1992, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 7,582 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 9,661 (year 2032), Design Load: HS 25 or greater, Features Intersected: I-80(LR 1002)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.755, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), 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: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 0.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), 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: 26704, Location: 0.5 MI. W. OF PA 715 (Lat: 41.047292, Lng: -75.314856), Route carried "on" structure: Interstate 80, Year Built: 1962, Year Reconstructed: 1986, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 26,678 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 37,907 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 4004(LR 45024)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.592, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26704, Location: 0.5 MI. W. OF PA 715 (Lat: 41.047292, Lng: -75.314856), Route carried "on" structure: Interstate 80, Year Built: 1962, Year Reconstructed: 1986, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 26,678 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 37,907 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 4004(LR 45024)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.592, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 26705, Location: PA 715 INTERCHANGE (Lat: 41.040386, Lng: -75.313039), Route carried "on" structure: Interstate 80, Year Built: 1962, Year Reconstructed: 1986, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 26,621 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 40,781 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 715(APPL.3759)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.172, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $55,000, Total Project Cost: $253,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26705, Location: PA 715 INTERCHANGE (Lat: 41.040386, Lng: -75.313039), Route carried "on" structure: Interstate 80, Year Built: 1962, Year Reconstructed: 1986, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 26,621 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 40,781 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 715(APPL.3759)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.172, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $55,000, Total Project Cost: $253,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26707, Location: PA 715 INTERCHANGE (Lat: 41.040728, Lng: -75.312814), Route carried "on" structure: Interstate 80, Year Built: 1962, Year Reconstructed: 1986, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 26,678 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 37,907 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 715(APPL.3759)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.397, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $55,000, Total Project Cost: $253,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26707, Location: PA 715 INTERCHANGE (Lat: 41.040728, Lng: -75.312814), Route carried "on" structure: Interstate 80, Year Built: 1962, Year Reconstructed: 1986, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 26,678 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 37,907 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 715(APPL.3759)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.397, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $55,000, Total Project Cost: $253,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2671, Location: 2.6 MI. W. OF PA33 (Lat: 41.022681, Lng: -75.305258), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1986, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 28,778 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 40,781 (year 2032), Design Load: HS 20+Mod, Features Intersected: TWP RD 481*(STADDEN RD.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.781, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2671, Location: 2.6 MI. W. OF PA33 (Lat: 41.022681, Lng: -75.305258), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1986, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 28,778 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 40,781 (year 2032), Design Load: HS 20+Mod, Features Intersected: TWP RD 481*(STADDEN RD.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.781, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 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: 26711, Location: 2.6 MI.W.OF PA 33 (Lat: 41.022858, Lng: -75.304906), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1986, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 28,856 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 37,907 (year 2032), Design Load: HS 20+Mod, Features Intersected: TWP RD 481*(STADDEN RD.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.019, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.5 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26711, Location: 2.6 MI.W.OF PA 33 (Lat: 41.022858, Lng: -75.304906), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1986, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 28,856 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 37,907 (year 2032), Design Load: HS 20+Mod, Features Intersected: TWP RD 481*(STADDEN RD.)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.019, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.5 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 26712, Location: 2 MI.W.OF PA 33 (Lat: 41.014328, Lng: -75.300525), Route carried "on" structure: Interstate 80, Year Built: 1962, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 28,778 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 40,781 (year 2032), Design Load: HS 20+Mod, Features Intersected: REEDERS RUN*
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.589, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021
Structure Number: 26712, Location: 2 MI.W.OF PA 33 (Lat: 41.014328, Lng: -75.300525), Route carried "on" structure: Interstate 80, Year Built: 1962, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 28,778 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 40,781 (year 2032), Design Load: HS 20+Mod, Features Intersected: REEDERS RUN*
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.589, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021
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Structure Number: 26713, Location: 1.8 MI.W.OF PA 33 (Lat: 41.011944, Lng: -75.298083), Route carried "on" structure: Interstate 80, Year Built: 1963, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 57,634 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 78,688 (year 2032), Design Load: HS 20+Mod, Features Intersected: ROCKY RUN*
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.403, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $126,000, Total Project Cost: $579,000
Structure Number: 26713, Location: 1.8 MI.W.OF PA 33 (Lat: 41.011944, Lng: -75.298083), Route carried "on" structure: Interstate 80, Year Built: 1963, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 57,634 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 78,688 (year 2032), Design Load: HS 20+Mod, Features Intersected: ROCKY RUN*
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.403, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $126,000, Total Project Cost: $579,000
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Structure Number: 26714, Location: 2 MI.W.OF PA 33 (Lat: 41.014686, Lng: -75.300200), Route carried "on" structure: Interstate 80, Year Built: 1962, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 28,856 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 37,907 (year 2032), Design Load: HS 20+Mod, Features Intersected: REEDERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.824, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021
Structure Number: 26714, Location: 2 MI.W.OF PA 33 (Lat: 41.014686, Lng: -75.300200), Route carried "on" structure: Interstate 80, Year Built: 1962, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 28,856 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 37,907 (year 2032), Design Load: HS 20+Mod, Features Intersected: REEDERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.824, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021
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Structure Number: 26715, Location: I-80 OVER RIMROCK DR. (Lat: 41.002808, Lng: -75.280036), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1992, Status: Open, Structure Length: 22.13m (72.60ft), Average Daily Traffic: 28,778 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 40,781 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 3023 & POCONO CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.013, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 19 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 27.4m (89.9ft), 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: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.60m (74.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26715, Location: I-80 OVER RIMROCK DR. (Lat: 41.002808, Lng: -75.280036), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1992, Status: Open, Structure Length: 22.13m (72.60ft), Average Daily Traffic: 28,778 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 40,781 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 3023 & POCONO CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.013, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 19 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 27.4m (89.9ft), 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: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.60m (74.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 26716, Location: I-80 OVER RIMROCK DR. (Lat: 41.003289, Lng: -75.280389), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1991, Status: Open, Structure Length: 18.20m (59.71ft), Average Daily Traffic: 28,856 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 37,907 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 3023 & POCONO CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.240, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 19 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 27.4m (89.9ft), 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: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: 18.90m (62.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26716, Location: I-80 OVER RIMROCK DR. (Lat: 41.003289, Lng: -75.280389), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1991, Status: Open, Structure Length: 18.20m (59.71ft), Average Daily Traffic: 28,856 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 37,907 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 3023 & POCONO CR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.240, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 19 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 27.4m (89.9ft), 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: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: 18.90m (62.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26773, Location: NEAR INT.PA 715 (Lat: 41.091944, Lng: -75.242456), Route carried "on" structure: State highway 191, Year Built: 1957, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 5,038 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 7,852 (year 2032), Design Load: HS 20, Features Intersected: PARADISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.456, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 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-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $25,000, Total Project Cost: $116,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26773, Location: NEAR INT.PA 715 (Lat: 41.091944, Lng: -75.242456), Route carried "on" structure: State highway 191, Year Built: 1957, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 5,038 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 7,852 (year 2032), Design Load: HS 20, Features Intersected: PARADISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.456, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 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-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: June 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $25,000, Total Project Cost: $116,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26774, Location: @ BROWN'S HILL RD. (Lat: 41.100678, Lng: -75.250481), Route carried "on" structure: State highway 191, Year Built: 1930, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,822 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,014 (year 2032), Design Load: HS 20, Features Intersected: PARADISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.316, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $277,000, Total Project Cost: $1,270,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26774, Location: @ BROWN'S HILL RD. (Lat: 41.100678, Lng: -75.250481), Route carried "on" structure: State highway 191, Year Built: 1930, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,822 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,014 (year 2032), Design Load: HS 20, Features Intersected: PARADISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.316, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $277,000, Total Project Cost: $1,270,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26869, Location: BARTONSVILLE (Lat: 41.006333, Lng: -75.282992), Route carried "on" structure: State highway 611, Year Built: 1957, Year Reconstructed: 2014, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 18,683 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 27,014 (year 2032), Design Load: HL 93, Features Intersected: POCONO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.567, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.4 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: 42.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Bridge Improvement Cost: $67,000, Roadway Improvement Cost: $196,000, Total Project Cost: $899,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26869, Location: BARTONSVILLE (Lat: 41.006333, Lng: -75.282992), Route carried "on" structure: State highway 611, Year Built: 1957, Year Reconstructed: 2014, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 18,683 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 27,014 (year 2032), Design Load: HL 93, Features Intersected: POCONO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.567, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.4 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: 42.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Bridge Improvement Cost: $67,000, Roadway Improvement Cost: $196,000, Total Project Cost: $899,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2687, Location: 1 MI. N. OF BARTONSVILLE (Lat: 41.011850, Lng: -75.291233), Route carried "on" structure: State highway 611, Year Built: 1957, Year Reconstructed: 2011, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 12,277 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 20,739 (year 2032), Design Load: HL 93, Features Intersected: POCONO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.091, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.4 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: 39.2 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $30,000, Total Project Cost: $136,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2687, Location: 1 MI. N. OF BARTONSVILLE (Lat: 41.011850, Lng: -75.291233), Route carried "on" structure: State highway 611, Year Built: 1957, Year Reconstructed: 2011, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 12,277 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 20,739 (year 2032), Design Load: HL 93, Features Intersected: POCONO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.091, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.4 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: 39.2 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $30,000, Total Project Cost: $136,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26872, Location: 0.75 MI.S.OF TANNERSVILLE (Lat: 41.027181, Lng: -75.299642), Route carried "on" structure: State highway 611, Year Built: 1942, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12,277 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 20,739 (year 2032), Design Load: HS 20, Features Intersected: BULGERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.967, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Fair, Culverts: Poor, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021
Structure Number: 26872, Location: 0.75 MI.S.OF TANNERSVILLE (Lat: 41.027181, Lng: -75.299642), Route carried "on" structure: State highway 611, Year Built: 1942, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12,277 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 20,739 (year 2032), Design Load: HS 20, Features Intersected: BULGERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.967, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Fair, Culverts: Poor, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021
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Structure Number: 26897, Location: TANNERSVILLE (Lat: 41.044631, Lng: -75.310558), Route carried "on" structure: State highway 715, Year Built: 1956, Status: Posted for load, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 14,750 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 15,376 (year 2032), Design Load: HS 20, Features Intersected: POCONO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.484, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $51,000, Total Project Cost: $233,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26897, Location: TANNERSVILLE (Lat: 41.044631, Lng: -75.310558), Route carried "on" structure: State highway 715, Year Built: 1956, Status: Posted for load, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 14,750 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 15,376 (year 2032), Design Load: HS 20, Features Intersected: POCONO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.484, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $51,000, Total Project Cost: $233,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26916, Location: CHERRY LANE ROAD (Lat: 41.030964, Lng: -75.297083), Route carried "on" structure: State highway , Year Built: 1956, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,773 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,837 (year 2032), Design Load: HS 20, Features Intersected: BULGERS RUN, Facility Carried by Structure: SR 1001(LR 45081)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.388, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26916, Location: CHERRY LANE ROAD (Lat: 41.030964, Lng: -75.297083), Route carried "on" structure: State highway , Year Built: 1956, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,773 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,837 (year 2032), Design Load: HS 20, Features Intersected: BULGERS RUN, Facility Carried by Structure: SR 1001(LR 45081)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.388, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26919, Location: CHERRY LANE ROAD (Lat: 41.053992, Lng: -75.220808), Route carried "on" structure: State highway , Year Built: 1941, Status: Posted for load, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 1,830 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,375 (year 2032), Design Load: HS 20, Features Intersected: BRODHEAD CREEK, Facility Carried by Structure: SR 1002(LR 45024)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.613, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $55,000, Total Project Cost: $254,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26919, Location: CHERRY LANE ROAD (Lat: 41.053992, Lng: -75.220808), Route carried "on" structure: State highway , Year Built: 1941, Status: Posted for load, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 1,830 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,375 (year 2032), Design Load: HS 20, Features Intersected: BRODHEAD CREEK, Facility Carried by Structure: SR 1002(LR 45024)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.613, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $55,000, Total Project Cost: $254,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26923, Location: 1.MI. E. OF PA 314 (Lat: 41.101031, Lng: -75.272253), Route carried "on" structure: State highway , Year Built: 1957, Status: Posted for load-capacity, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 299 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 685 (year 2032), Design Load: HS 20, Features Intersected: Forest Hills Run, Facility Carried by Structure: SR 1004(LR 45027)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.687, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 49.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $26,000, Total Project Cost: $119,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26923, Location: 1.MI. E. OF PA 314 (Lat: 41.101031, Lng: -75.272253), Route carried "on" structure: State highway , Year Built: 1957, Status: Posted for load-capacity, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 299 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 685 (year 2032), Design Load: HS 20, Features Intersected: Forest Hills Run, Facility Carried by Structure: SR 1004(LR 45027)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.687, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 49.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $26,000, Total Project Cost: $119,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27048, Location: GOLDEN SLIPPER RD. (Lat: 41.007833, Lng: -75.289744), Route carried "on" structure: State highway , Year Built: 1963, Year Reconstructed: 1986, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 2,419 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 3,803 (year 2032), Design Load: HS 20, Features Intersected: I-80 (LR 1002), Facility Carried by Structure: SR 3028 (LR 45094)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.066, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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 minimum criteria, Length Of Structure Improvement: 5.30m (17.39ft), 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: 27048, Location: GOLDEN SLIPPER RD. (Lat: 41.007833, Lng: -75.289744), Route carried "on" structure: State highway , Year Built: 1963, Year Reconstructed: 1986, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 2,419 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 3,803 (year 2032), Design Load: HS 20, Features Intersected: I-80 (LR 1002), Facility Carried by Structure: SR 3028 (LR 45094)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.066, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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 minimum criteria, Length Of Structure Improvement: 5.30m (17.39ft), 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: 27066, Location: OVER I-80 (Lat: 41.031264, Lng: -75.309889), Route carried "on" structure: State highway , Year Built: 1962, Year Reconstructed: 1986, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 2,501 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,572 (year 2032), Design Load: HS 20, Features Intersected: SR 80(LR 1002), Facility Carried by Structure: SR 4012 (LR 45081)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.090, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 71.7 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: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 27066, Location: OVER I-80 (Lat: 41.031264, Lng: -75.309889), Route carried "on" structure: State highway , Year Built: 1962, Year Reconstructed: 1986, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 2,501 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,572 (year 2032), Design Load: HS 20, Features Intersected: SR 80(LR 1002), Facility Carried by Structure: SR 4012 (LR 45081)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.090, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 71.7 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: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 27067, Location: WARNER ROAD (Lat: 41.030703, Lng: -75.303678), Route carried "on" structure: State highway , Year Built: 1960, Year Reconstructed: 2019, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 2,501 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,572 (year 2032), Design Load: HS 20, Features Intersected: POCONO CREEK, Facility Carried by Structure: SR 4012(LR 45081)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.482, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27067, Location: WARNER ROAD (Lat: 41.030703, Lng: -75.303678), Route carried "on" structure: State highway , Year Built: 1960, Year Reconstructed: 2019, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 2,501 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,572 (year 2032), Design Load: HS 20, Features Intersected: POCONO CREEK, Facility Carried by Structure: SR 4012(LR 45081)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.482, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 27104, Location: 500 FT SOUTH OF SR 1004 (Lat: 41.098889, Lng: -75.273783), Route carried "on" structure: City street , Year Built: 1956, Year Reconstructed: 2017, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 150 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2030), Design Load: HL 93, Features Intersected: SWIFTWATER CREEK, Facility Carried by Structure: HULBERT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.2 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $20,000, Total Project Cost: $91,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27104, Location: 500 FT SOUTH OF SR 1004 (Lat: 41.098889, Lng: -75.273783), Route carried "on" structure: City street , Year Built: 1956, Year Reconstructed: 2017, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 150 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2030), Design Load: HL 93, Features Intersected: SWIFTWATER CREEK, Facility Carried by Structure: HULBERT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.2 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $20,000, Total Project Cost: $91,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27105, Location: 100FT FROM INT OF RT 191 (Lat: 41.087625, Lng: -75.238203), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 60 (year 2005), Average Future Daily Traffic: 75 (year 2035), Design Load: HS 20, Features Intersected: PARADISE CREEK, Facility Carried by Structure: T-572
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $36,000, Total Project Cost: $111,000, Deck Structure Type: Open Grating
Structure Number: 27105, Location: 100FT FROM INT OF RT 191 (Lat: 41.087625, Lng: -75.238203), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 60 (year 2005), Average Future Daily Traffic: 75 (year 2035), Design Load: HS 20, Features Intersected: PARADISE CREEK, Facility Carried by Structure: T-572
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $36,000, Total Project Cost: $111,000, Deck Structure Type: Open Grating
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Structure Number: 27108, Location: 0.25 M.W OF RT 611 (Lat: 41.023650, Lng: -75.303194), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 100 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2030), Features Intersected: POCONO CREEK, Facility Carried by Structure: STADDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $82,000, Total Project Cost: $376,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27108, Location: 0.25 M.W OF RT 611 (Lat: 41.023650, Lng: -75.303194), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 100 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2030), Features Intersected: POCONO CREEK, Facility Carried by Structure: STADDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $82,000, Total Project Cost: $376,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27109, Location: TANNERSVILLE (Lat: 41.038683, Lng: -75.309453), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 500 (year 2003), Average Future Daily Traffic: 75 (year 2055), Design Load: HS 20, Features Intersected: POCONO CREEK, Facility Carried by Structure: T-537 OLD MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27109, Location: TANNERSVILLE (Lat: 41.038683, Lng: -75.309453), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 500 (year 2003), Average Future Daily Traffic: 75 (year 2055), Design Load: HS 20, Features Intersected: POCONO CREEK, Facility Carried by Structure: T-537 OLD MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 48514, Location: AT PA 447 INT. (Lat: 41.067997, Lng: -75.219639), Route carried "on" structure: State highway 191, Year Built: 2013, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 5,038 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 6,224 (year 2039), Design Load: HL 93, Features Intersected: BRODHEAD CREEK
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 17.457, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.8 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: 40.5 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48514, Location: AT PA 447 INT. (Lat: 41.067997, Lng: -75.219639), Route carried "on" structure: State highway 191, Year Built: 2013, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 5,038 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 6,224 (year 2039), Design Load: HL 93, Features Intersected: BRODHEAD CREEK
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 17.457, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.8 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: 40.5 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 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: 52751, Location: RIMROCK DRIVE (Lat: 41.003497, Lng: -75.279644), Route carried "on" structure: State highway , Year Built: 2015, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 2,512 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,567 (year 2037), Design Load: HL 93, Features Intersected: POCONO CREEK, Facility Carried by Structure: Rimrock Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.349, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: 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: 36.3 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52751, Location: RIMROCK DRIVE (Lat: 41.003497, Lng: -75.279644), Route carried "on" structure: State highway , Year Built: 2015, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 2,512 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,567 (year 2037), Design Load: HL 93, Features Intersected: POCONO CREEK, Facility Carried by Structure: Rimrock Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.349, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: 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: 36.3 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 53217, Location: 1.2 M. E. OF PA 314 (Lat: 41.101725, Lng: -75.269328), Route carried "on" structure: State highway , Year Built: 2016, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 299 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 614 (year 2037), Design Load: HL 93, Features Intersected: Paradise Creek, Facility Carried by Structure: LowerSwiftwater Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.687, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 45.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53217, Location: 1.2 M. E. OF PA 314 (Lat: 41.101725, Lng: -75.269328), Route carried "on" structure: State highway , Year Built: 2016, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 299 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 614 (year 2037), Design Load: HL 93, Features Intersected: Paradise Creek, Facility Carried by Structure: LowerSwiftwater Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.687, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 45.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 56919, Location: 1.6 MI EAST OF PA611 (Lat: 41.032722, Lng: -75.273528), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,000 (year 2040), Features Intersected: Cranberry Creek, Facility Carried by Structure: Laurel Lake Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 56919, Location: 1.6 MI EAST OF PA611 (Lat: 41.032722, Lng: -75.273528), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,000 (year 2040), Features Intersected: Cranberry Creek, Facility Carried by Structure: Laurel Lake Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 67564, Location: NEAR JCT.PA 447 (Lat: 41.070878, Lng: -75.225472), Route carried "on" structure: State highway 191, Year Built: 2020, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 5,038 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 7,852 (year 2032), Design Load: HL 93, Features Intersected: Paradise Creek
Minimum Vertical Clearance: 4.21m (13.81ft), Kilometerpoint: 17.457, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Culverts: Excellent, Operating Rating: 46.3 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 67564, Location: NEAR JCT.PA 447 (Lat: 41.070878, Lng: -75.225472), Route carried "on" structure: State highway 191, Year Built: 2020, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 5,038 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 7,852 (year 2032), Design Load: HL 93, Features Intersected: Paradise Creek
Minimum Vertical Clearance: 4.21m (13.81ft), Kilometerpoint: 17.457, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Culverts: Excellent, Operating Rating: 46.3 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26679, Location: PA 33 SB OVER I-80 (Lat: 40.997936, Lng: -75.270097), Route carried "under" structure: Interstate 80, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 23,946 (year 2021), Truck Traffic: 30%, Features Intersected: I-80(LR 1002), Facility Carried by Structure: SR 33SB(LR 796)
Minimum Vertical Clearance: 6.83m (22.41ft), Kilometerpoint: 30.817, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 26679, Location: PA 33 SB OVER I-80 (Lat: 40.997936, Lng: -75.270097), Route carried "under" structure: Interstate 80, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 23,946 (year 2021), Truck Traffic: 30%, Features Intersected: I-80(LR 1002), Facility Carried by Structure: SR 33SB(LR 796)
Minimum Vertical Clearance: 6.83m (22.41ft), Kilometerpoint: 30.817, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)
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Structure Number: 26679, Location: PA 33 SB OVER I-80 (Lat: 40.997936, Lng: -75.270097), Route carried "under" structure: Interstate 80, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 23,479 (year 2021), Truck Traffic: 29%, Features Intersected: I-80(LR 1002), Facility Carried by Structure: SR 33SB(LR 796)
Minimum Vertical Clearance: 8.56m (28.08ft), Kilometerpoint: 31.049, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 26679, Location: PA 33 SB OVER I-80 (Lat: 40.997936, Lng: -75.270097), Route carried "under" structure: Interstate 80, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 23,479 (year 2021), Truck Traffic: 29%, Features Intersected: I-80(LR 1002), Facility Carried by Structure: SR 33SB(LR 796)
Minimum Vertical Clearance: 8.56m (28.08ft), Kilometerpoint: 31.049, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)
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Structure Number: 2668, Location: OVER I-80 RAMP G (Lat: 40.999158, Lng: -75.269622), Route carried "under" structure: Ramp State highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 10,330 (year 2021), Truck Traffic: 7%, Features Intersected: SR 8010 RAMP G, Facility Carried by Structure: PA 33 SB(LR 796)
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: 2668, Location: OVER I-80 RAMP G (Lat: 40.999158, Lng: -75.269622), Route carried "under" structure: Ramp State highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 10,330 (year 2021), Truck Traffic: 7%, Features Intersected: SR 8010 RAMP G, Facility Carried by Structure: PA 33 SB(LR 796)
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft)
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Structure Number: 26704, Location: 0.5 MI. W. OF PA 715 (Lat: 41.047292, Lng: -75.314856), Route carried "under" structure: State highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,207 (year 2020), Truck Traffic: 5%, Features Intersected: SR 4004(LR 45024), Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 26704, Location: 0.5 MI. W. OF PA 715 (Lat: 41.047292, Lng: -75.314856), Route carried "under" structure: State highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 1,207 (year 2020), Truck Traffic: 5%, Features Intersected: SR 4004(LR 45024), Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 26705, Location: PA 715 INTERCHANGE (Lat: 41.040386, Lng: -75.313039), Route carried "under" structure: State highway 715, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 14,750 (year 2022), Truck Traffic: 6%, Features Intersected: SR 715(APPL.3759), Facility Carried by Structure: I-80 EB (LR 1002)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 18.857, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.0m (59.1ft)
Structure Number: 26705, Location: PA 715 INTERCHANGE (Lat: 41.040386, Lng: -75.313039), Route carried "under" structure: State highway 715, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 14,750 (year 2022), Truck Traffic: 6%, Features Intersected: SR 715(APPL.3759), Facility Carried by Structure: I-80 EB (LR 1002)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 18.857, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.0m (59.1ft)
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Structure Number: 26707, Location: PA 715 INTERCHANGE (Lat: 41.040728, Lng: -75.312814), Route carried "under" structure: State highway 715, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 14,750 (year 2022), Truck Traffic: 6%, Features Intersected: SR 715(APPL.3759), Facility Carried by Structure: SR 80 WB (LR 1002)
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 18.857, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.0m (59.1ft)
Structure Number: 26707, Location: PA 715 INTERCHANGE (Lat: 41.040728, Lng: -75.312814), Route carried "under" structure: State highway 715, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 14,750 (year 2022), Truck Traffic: 6%, Features Intersected: SR 715(APPL.3759), Facility Carried by Structure: SR 80 WB (LR 1002)
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 18.857, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.0m (59.1ft)
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Structure Number: 2671, Location: 2.6 MI. W. OF PA33 (Lat: 41.022681, Lng: -75.305258), Route carried "under" structure: City street , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Truck Traffic: 1%, Features Intersected: TWP RD 481*(STADDEN RD.), Facility Carried by Structure: I-80EB (LR1002)
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 13.7m (44.9ft)
Structure Number: 2671, Location: 2.6 MI. W. OF PA33 (Lat: 41.022681, Lng: -75.305258), Route carried "under" structure: City street , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Truck Traffic: 1%, Features Intersected: TWP RD 481*(STADDEN RD.), Facility Carried by Structure: I-80EB (LR1002)
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 13.7m (44.9ft)
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Structure Number: 26711, Location: 2.6 MI.W.OF PA 33 (Lat: 41.022858, Lng: -75.304906), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Truck Traffic: 1%, Features Intersected: TWP RD 481*(STADDEN RD.), Facility Carried by Structure: I-80WB(LR1002)
Minimum Vertical Clearance: 7.44m (24.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 16.2m (53.1ft)
Structure Number: 26711, Location: 2.6 MI.W.OF PA 33 (Lat: 41.022858, Lng: -75.304906), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Truck Traffic: 1%, Features Intersected: TWP RD 481*(STADDEN RD.), Facility Carried by Structure: I-80WB(LR1002)
Minimum Vertical Clearance: 7.44m (24.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 16.2m (53.1ft)
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Structure Number: 26715, Location: I-80 OVER RIMROCK DR. (Lat: 41.002808, Lng: -75.280036), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,512 (year 2021), Truck Traffic: 4%, Features Intersected: SR 3023 & POCONO CR., Facility Carried by Structure: I-80 EB (LR 1002)
Minimum Vertical Clearance: 6.25m (20.51ft), Kilometerpoint: 8.349, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 26715, Location: I-80 OVER RIMROCK DR. (Lat: 41.002808, Lng: -75.280036), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,512 (year 2021), Truck Traffic: 4%, Features Intersected: SR 3023 & POCONO CR., Facility Carried by Structure: I-80 EB (LR 1002)
Minimum Vertical Clearance: 6.25m (20.51ft), Kilometerpoint: 8.349, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 26716, Location: I-80 OVER RIMROCK DR. (Lat: 41.003289, Lng: -75.280389), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,512 (year 2021), Truck Traffic: 4%, Features Intersected: SR 3023 & POCONO CR., Facility Carried by Structure: I-80 WB (LR 1002)
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 8.349, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 26716, Location: I-80 OVER RIMROCK DR. (Lat: 41.003289, Lng: -75.280389), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,512 (year 2021), Truck Traffic: 4%, Features Intersected: SR 3023 & POCONO CR., Facility Carried by Structure: I-80 WB (LR 1002)
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 8.349, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 27048, Location: GOLDEN SLIPPER RD. (Lat: 41.007833, Lng: -75.289744), Route carried "under" structure: Interstate 80, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 28,856 (year 2021), Truck Traffic: 21%, Features Intersected: I-80 (LR 1002), Facility Carried by Structure: SR 3028 (LR 45094)
Minimum Vertical Clearance: 5.55m (18.21ft), Kilometerpoint: 29.432, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 27048, Location: GOLDEN SLIPPER RD. (Lat: 41.007833, Lng: -75.289744), Route carried "under" structure: Interstate 80, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 28,856 (year 2021), Truck Traffic: 21%, Features Intersected: I-80 (LR 1002), Facility Carried by Structure: SR 3028 (LR 45094)
Minimum Vertical Clearance: 5.55m (18.21ft), Kilometerpoint: 29.432, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.0m (68.9ft)
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Structure Number: 27048, Location: GOLDEN SLIPPER RD. (Lat: 41.007833, Lng: -75.289744), Route carried "under" structure: Interstate 80, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 28,778 (year 2021), Truck Traffic: 21%, Features Intersected: I-80 (LR 1002), Facility Carried by Structure: SR 3028 (LR 45094)
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 29.208, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 27048, Location: GOLDEN SLIPPER RD. (Lat: 41.007833, Lng: -75.289744), Route carried "under" structure: Interstate 80, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 28,778 (year 2021), Truck Traffic: 21%, Features Intersected: I-80 (LR 1002), Facility Carried by Structure: SR 3028 (LR 45094)
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 29.208, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.0m (68.9ft)
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Structure Number: 27066, Location: OVER I-80 (Lat: 41.031264, Lng: -75.309889), Route carried "under" structure: Interstate 80, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 28,778 (year 2021), Truck Traffic: 21%, Features Intersected: SR 80(LR 1002), Facility Carried by Structure: SR 4012 (LR 45081)
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 25.976, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 27066, Location: OVER I-80 (Lat: 41.031264, Lng: -75.309889), Route carried "under" structure: Interstate 80, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 28,778 (year 2021), Truck Traffic: 21%, Features Intersected: SR 80(LR 1002), Facility Carried by Structure: SR 4012 (LR 45081)
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 25.976, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 27066, Location: OVER I-80 (Lat: 41.031264, Lng: -75.309889), Route carried "under" structure: Interstate 80, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 28,856 (year 2021), Truck Traffic: 21%, Features Intersected: SR 80(LR 1002), Facility Carried by Structure: SR 4012 (LR 45081)
Minimum Vertical Clearance: 5.88m (19.29ft), Kilometerpoint: 26.205, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 27066, Location: OVER I-80 (Lat: 41.031264, Lng: -75.309889), Route carried "under" structure: Interstate 80, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 28,856 (year 2021), Truck Traffic: 21%, Features Intersected: SR 80(LR 1002), Facility Carried by Structure: SR 4012 (LR 45081)
Minimum Vertical Clearance: 5.88m (19.29ft), Kilometerpoint: 26.205, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft)