Bridge Statistics for Penn Estates, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)

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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)