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

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Structure Number: 26728,  Location: EXIT#305(48);US209 BUS. (Lat: 40.982381,  Lng: -75.213764),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 59,326 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 72,870 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 2012(LR164)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.460,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.70m (25.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $298,000,  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: 2673,  Location: BORO OF STROUDSBURG (Lat: 40.981606,  Lng: -75.212183),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 59,326 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 72,870 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE POCONO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.460,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 32 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,  Inventory Rating: 85.3 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: October 2021

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Structure Number: 26731,  Location: EXIT#306(49);DREHER AVE. (Lat: 40.980311,  Lng: -75.206636),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 67,426 (year 2022),  Truck Traffic: 14%,  Average Future Daily Traffic: 82,966 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 2004(LR 165)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.251,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 26733,  Location: NEAR EXIT #306(49) (Lat: 40.979014,  Lng: -75.200644),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 72,047 (year 2022),  Truck Traffic: 19%,  Average Future Daily Traffic: 83,594 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MCMICHAEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.251,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.90m (35.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $51,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $692,000,  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: 26762,  Location: 2.2 MI.S.OF STROUDSBURG (Lat: 40.954072,  Lng: -75.196506),  Route carried "on" structure: State highway 191,  Year Built: 1916,  Year Reconstructed: 1942,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,311 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,509 (year 2032),  Features Intersected: MOUNTAIN RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.287,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Poor,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 26763,  Location: 1.8MI.S.OF STROUDSBURG (Lat: 40.962339,  Lng: -75.196100),  Route carried "on" structure: State highway 191,  Year Built: 1958,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 3,311 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,509 (year 2032),  Design Load: HL 93,  Features Intersected: CHERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.436,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 55.7 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: 37.9 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  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: 26764,  Location: BROAD ST.OVER I-80 (Lat: 40.984161,  Lng: -75.190108),  Route carried "on" structure: State highway 191,  Year Built: 1959,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 4,907 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,837 (year 2032),  Design Load: HS 20,  Features Intersected: I-80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.088,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $163,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 26765,  Location: BROAD STREET,STROUDSBURG (Lat: 40.985553,  Lng: -75.190442),  Route carried "on" structure: State highway 191,  Year Built: 1955,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 11,682 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,254 (year 2032),  Design Load: HS 20,  Features Intersected: MCMICHAEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.088,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.50m (21.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $265,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 26977,  Location: J.SUMMERFIELD STAPLES BR. (Lat: 40.983619,  Lng: -75.200467),  Route carried "on" structure: Business US 209B,  Year Built: 1957,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 10,268 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,923 (year 2032),  Design Load: HL 93,  Features Intersected: POCONO CREEK,  Facility Carried by Structure: US 209 BUS (LR164)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.565,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Excellent,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 59.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal 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: April 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 27121,  Location: 1 M.N OF CAMP BIG POCONO (Lat: 40.961769,  Lng: -75.203072),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1970,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 38 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 50 (year 2035),  Design Load: HS 20,  Features Intersected: CHERRY CREEK,  Facility Carried by Structure: LESSIG LANE T-410
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 68.0 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  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: $8,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $107,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 27122,  Location: 750'FT.SOUTH OF LR 45010 (Lat: 40.971842,  Lng: -75.172100),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 27 (year 2005),  Average Future Daily Traffic: 30 (year 2035),  Design Load: HS 20,  Features Intersected: CHERRY CREEK,  Facility Carried by Structure: CROASDALE RD T-420
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Channel: Poor,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.90m (2.95ft),  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: $10,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $129,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 40958,  Location: SOUTH OF STROUDSBURG (Lat: 40.958639,  Lng: -75.198519),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 280 (year 2000),  Average Future Daily Traffic: 478 (year 2030),  Design Load: HS 20,  Features Intersected: TRIB TO CHERRY CREEK,  Facility Carried by Structure: MIDDLE 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: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 47729,  Location: SOUTH 7TH.ST.STROUDSBURG (Lat: 40.982919,  Lng: -75.192019),  Route carried "on" structure: State highway 611,  Year Built: 2012,  Status: Open,  Structure Length: 16.86m (55.31ft),  Average Daily Traffic: 5,540 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,436 (year 2039),  Design Load: HL 93,  Features Intersected: I-80 & MCMICHAEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.765,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.6 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: 37.9 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,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26728,  Location: EXIT#305(48);US209 BUS. (Lat: 40.982381,  Lng: -75.213764),  Route carried "under" structure: Business US 209B,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 10,521 (year 2022),  Truck Traffic: 5%,  Features Intersected: SR 2012(LR164),  Facility Carried by Structure: I-80(LR794)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 15.397,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 26731,  Location: EXIT#306(49);DREHER AVE. (Lat: 40.980311,  Lng: -75.206636),  Route carried "under" structure: State highway ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 3,666 (year 2022),  Truck Traffic: 4%,  Features Intersected: SR 2004(LR 165),  Facility Carried by Structure: I-80
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 14.336,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 26764,  Location: BROAD ST.OVER I-80 (Lat: 40.984161,  Lng: -75.190108),  Route carried "under" structure: Interstate 80,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 36,373 (year 2022),  Truck Traffic: 19%,  Features Intersected: I-80,  Facility Carried by Structure: PA 191
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 39.062,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 26764,  Location: BROAD ST.OVER I-80 (Lat: 40.984161,  Lng: -75.190108),  Route carried "under" structure: Interstate 80,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 35,674 (year 2022),  Truck Traffic: 19%,  Features Intersected: I-80,  Facility Carried by Structure: PA 191
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 38.859,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 47729,  Location: SOUTH 7TH.ST.STROUDSBURG (Lat: 40.982919,  Lng: -75.192019),  Route carried "under" structure: Interstate 80,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 36,373 (year 2022),  Truck Traffic: 19%,  Features Intersected: I-80 & MCMICHAEL CREEK,  Facility Carried by Structure: PA 611 (LR 498)
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 38.275,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 47729,  Location: SOUTH 7TH.ST.STROUDSBURG (Lat: 40.982919,  Lng: -75.192019),  Route carried "under" structure: Interstate 80,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 35,674 (year 2022),  Truck Traffic: 19%,  Features Intersected: I-80 & MCMICHAEL CREEK,  Facility Carried by Structure: PA 611 (LR 498)
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 38.051,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 47.2m (154.9ft)