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

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Structure Number: 2848,  Location: T-454 OVER U.S. 22 (Lat: 40.683389,  Lng: -75.292006),  Route carried "on" structure: State highway ,  Year Built: 1954,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 5,093 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,808 (year 2032),  Design Load: HS 20,  Features Intersected: US 22 (LR 772),  Facility Carried by Structure: SR2031COUNTRY CLUB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $119,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 28495,  Location: HECKTOWN RD.OVER PA.33 (Lat: 40.697253,  Lng: -75.289492),  Route carried "on" structure: State highway ,  Year Built: 1972,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 5,944 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,512 (year 2032),  Design Load: HS 20,  Features Intersected: PA 33,  Facility Carried by Structure: SR2042 HECKTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.20m (30.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $63,000,  Roadway Improvement Cost: $187,000,  Total Project Cost: $855,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 28587,  Location: 0.5 MI.E.OF PA33 (Lat: 40.712192,  Lng: -75.282503),  Route carried "on" structure: State highway 248,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 15,460 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,416 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB.TO SHOENECK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.033,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $81,000,  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: 28589,  Location: 25TH & NORTHAMPTON STS. (Lat: 40.687203,  Lng: -75.252644),  Route carried "on" structure: State highway 248,  Year Built: 1954,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,616 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB.BUSHKILL CK.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.590,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 62.2m (204.1ft),  Out-to-Out Width: 64.8m (212.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum 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: July 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $130,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 28745,  Location: GREENWOOD AVE.OVER U.S.22 (Lat: 40.683333,  Lng: -75.261667),  Route carried "on" structure: State highway ,  Year Built: 1954,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 10,967 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,007 (year 2032),  Design Load: HS 20,  Features Intersected: US 22 (LR 773),  Facility Carried by Structure: SR 2028 (LR 48018)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.402,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $348,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28749,  Location: 25TH ST. INTERCHANGE (Lat: 40.688464,  Lng: -75.252058),  Route carried "on" structure: Spur State highway ,  Year Built: 1954,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 7,140 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,781 (year 2032),  Design Load: HS 20,  Features Intersected: SPRING BROOK,  Facility Carried by Structure: SR 2040(LR 773SPE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 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: Fair,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum 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: October 2019

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Structure Number: 28771,  Location: 2.2 MI.E.OF NEWBURG (Lat: 40.704083,  Lng: -75.289792),  Route carried "on" structure: State highway ,  Year Built: 1972,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 8,760 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,140 (year 2032),  Design Load: HS 20,  Features Intersected: PA 33 (LR 1098),  Facility Carried by Structure: SR 3020 (LR 48063)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.093,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 76.2 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.40m (30.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $58,000,  Roadway Improvement Cost: $171,000,  Total Project Cost: $784,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 28951,  Location: RAMP 22 EB TO PA 33 SB (Lat: 40.681550,  Lng: -75.291558),  Route carried "on" structure: Ramp State highway ,  Year Built: 1972,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 9,206 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,386 (year 2032),  Design Load: HS 20,  Features Intersected: T-454(COUNTRY CLUB RD.),  Facility Carried by Structure: LR1098 - RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 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: 38.1m (125.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28952,  Location: RAMP 33 SB TO US 22 WEST. (Lat: 40.685256,  Lng: -75.291989),  Route carried "on" structure: Ramp State highway ,  Year Built: 1972,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 14,666 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,193 (year 2032),  Design Load: HS 20,  Features Intersected: T-454(COUNTRY CLUB RD.),  Facility Carried by Structure: LR 1098 RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 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: 37.8m (124.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.00m (22.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $144,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 41302,  Location: OVER WM. PENN HWY. (Lat: 40.677833,  Lng: -75.290647),  Route carried "on" structure: State highway 33,  Year Built: 2001,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 35,392 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 31,853 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 2020
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.409,  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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 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: 53951,  Location: US22/PA33 INTERCHANGE (Lat: 40.682833,  Lng: -75.288964),  Route carried "on" structure: State highway 33,  Year Built: 2018,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 35,042 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 37,171 (year 2032),  Design Load: HL 93,  Features Intersected: SR 22 (LR 772)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.349,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.3 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: 37.3 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 53952,  Location: US22/PA33 INTERCHANGE (Lat: 40.682833,  Lng: -75.288964),  Route carried "on" structure: State highway 33,  Year Built: 2017,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 39,076 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 36,210 (year 2032),  Design Load: HL 93,  Features Intersected: SR 22(LR 772)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.280,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 44.4 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: 34.0 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 5734,  Location: 0.3MI East of PA248 (Lat: 40.713639,  Lng: -75.276556),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 2,000 (year 2014),  Average Future Daily Traffic: 2,200 (year 2034),  Features Intersected: Shoeneck Creek,  Facility Carried by Structure: Corriere Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 62.6 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019

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Structure Number: 2848,  Location: T-454 OVER U.S. 22 (Lat: 40.683389,  Lng: -75.292006),  Route carried "under" structure: US 22,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 16,666 (year 2020),  Truck Traffic: 5%,  Features Intersected: US 22 (LR 772),  Facility Carried by Structure: SR2031COUNTRY CLUB
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 10.416,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 2848,  Location: T-454 OVER U.S. 22 (Lat: 40.683389,  Lng: -75.292006),  Route carried "under" structure: US 22,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 12,294 (year 2020),  Truck Traffic: 6%,  Features Intersected: US 22 (LR 772),  Facility Carried by Structure: SR2031COUNTRY CLUB
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 10.446,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 28495,  Location: HECKTOWN RD.OVER PA.33 (Lat: 40.697253,  Lng: -75.289492),  Route carried "under" structure: State highway 33,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 35,042 (year 2022),  Truck Traffic: 12%,  Features Intersected: PA 33,  Facility Carried by Structure: SR2042 HECKTOWN RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 6.944,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 28495,  Location: HECKTOWN RD.OVER PA.33 (Lat: 40.697253,  Lng: -75.289492),  Route carried "under" structure: State highway 33,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 38,743 (year 2021),  Truck Traffic: 11%,  Features Intersected: PA 33,  Facility Carried by Structure: SR2042 HECKTOWN RD
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 6.875,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 28743,  Location: CHURCH RD. OVER PA.33 (Lat: 40.678733,  Lng: -75.289553),  Route carried "under" structure: State highway 33,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 35,392 (year 2021),  Truck Traffic: 12%,  Features Intersected: PA 33 (LR 1098),  Facility Carried by Structure: SR 2028 (LR 48017)
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 4.514,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 28743,  Location: CHURCH RD. OVER PA.33 (Lat: 40.678733,  Lng: -75.289553),  Route carried "under" structure: State highway 33,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 36,495 (year 2021),  Truck Traffic: 15%,  Features Intersected: PA 33 (LR 1098),  Facility Carried by Structure: SR 2028 (LR 48017)
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 4.567,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 28744,  Location: BETHMAN RD.OVER U.S.22 (Lat: 40.683014,  Lng: -75.278542),  Route carried "under" structure: US 22,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 16,666 (year 2020),  Truck Traffic: 5%,  Features Intersected: US 22 (LR 772),  Facility Carried by Structure: SR 2028 (LR 48017)
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 12.081,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 28744,  Location: BETHMAN RD.OVER U.S.22 (Lat: 40.683014,  Lng: -75.278542),  Route carried "under" structure: US 22,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 12,294 (year 2020),  Truck Traffic: 6%,  Features Intersected: US 22 (LR 772),  Facility Carried by Structure: SR 2028 (LR 48017)
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 12.097,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 28745,  Location: GREENWOOD AVE.OVER U.S.22 (Lat: 40.683333,  Lng: -75.261667),  Route carried "under" structure: US 22,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 16,666 (year 2020),  Truck Traffic: 5%,  Features Intersected: US 22 (LR 773),  Facility Carried by Structure: SR 2028 (LR 48018)
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 13.501,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 28745,  Location: GREENWOOD AVE.OVER U.S.22 (Lat: 40.683333,  Lng: -75.261667),  Route carried "under" structure: US 22,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 12,294 (year 2020),  Truck Traffic: 6%,  Features Intersected: US 22 (LR 773),  Facility Carried by Structure: SR 2028 (LR 48018)
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 13.515,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 28771,  Location: 2.2 MI.E.OF NEWBURG (Lat: 40.704083,  Lng: -75.289792),  Route carried "under" structure: State highway 33,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 37,769 (year 2021),  Truck Traffic: 12%,  Features Intersected: PA 33 (LR 1098),  Facility Carried by Structure: SR 3020 (LR 48063)
Minimum Vertical Clearance: 4.46m (14.63ft),  Kilometerpoint: 7.701,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 28771,  Location: 2.2 MI.E.OF NEWBURG (Lat: 40.704083,  Lng: -75.289792),  Route carried "under" structure: State highway 33,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 38,743 (year 2021),  Truck Traffic: 11%,  Features Intersected: PA 33 (LR 1098),  Facility Carried by Structure: SR 3020 (LR 48063)
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 7.641,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 28951,  Location: RAMP 22 EB TO PA 33 SB (Lat: 40.681550,  Lng: -75.291558),  Route carried "under" structure: City street T454,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 330 (year 1990),  Truck Traffic: 1%,  Features Intersected: T-454(COUNTRY CLUB RD.),  Facility Carried by Structure: LR1098 - RAMP B
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 28952,  Location: RAMP 33 SB TO US 22 WEST. (Lat: 40.685256,  Lng: -75.291989),  Route carried "under" structure: City street T454,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 330 (year 1990),  Truck Traffic: 5%,  Features Intersected: T-454(COUNTRY CLUB RD.),  Facility Carried by Structure: LR 1098 RAMP C
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 41302,  Location: OVER WM. PENN HWY. (Lat: 40.677833,  Lng: -75.290647),  Route carried "under" structure: State highway ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 15,603 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR 2020,  Facility Carried by Structure: PA 33 SB
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 7.783,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 53951,  Location: US22/PA33 INTERCHANGE (Lat: 40.682833,  Lng: -75.288964),  Route carried "under" structure: US 22,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 16,666 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR 22 (LR 772),  Facility Carried by Structure: SR 33 (LR 1098NB)
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 11.222,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 53951,  Location: US22/PA33 INTERCHANGE (Lat: 40.682833,  Lng: -75.288964),  Route carried "under" structure: US 22,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 12,294 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR 22 (LR 772),  Facility Carried by Structure: SR 33 (LR 1098NB)
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 11.238,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 53952,  Location: US22/PA33 INTERCHANGE (Lat: 40.682833,  Lng: -75.288964),  Route carried "under" structure: US 22,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 16,666 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR 22(LR 772),  Facility Carried by Structure: SR 33 (LR 1098SB)
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 10.416,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 53952,  Location: US22/PA33 INTERCHANGE (Lat: 40.682833,  Lng: -75.288964),  Route carried "under" structure: US 22,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 12,294 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR 22(LR 772),  Facility Carried by Structure: SR 33 (LR 1098SB)
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 10.446,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)