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

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Structure Number: 6132,  Location: NEW ALBANY BORO (Lat: 41.595078,  Lng: -76.441178),  Route carried "on" structure: US 220,  Year Built: 1924,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,151 (year 2022),  Truck Traffic: 22%,  Average Future Daily Traffic: 4,032 (year 2032),  Features Intersected: OVER BEAVER RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.584,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 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: 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: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 6133,  Location: NEW ALBANY BORO (Lat: 41.598694,  Lng: -76.442494),  Route carried "on" structure: US 220,  Year Built: 1920,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,634 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,628 (year 2032),  Design Load: H 20,  Features Intersected: LADDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.964,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 54.4 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,  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: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $109,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6364,  Location: NEW ALBANY BORO (Lat: 41.603083,  Lng: -76.439097),  Route carried "on" structure: State highway ,  Year Built: 1939,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,141 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,529 (year 2032),  Design Load: HL 93,  Features Intersected: SOUTH BRANCH TOWANDA CRK,  Facility Carried by Structure: SR 2010
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $206,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6365,  Location: VILLAGE OF EVERGREEN (Lat: 41.619828,  Lng: -76.415314),  Route carried "on" structure: State highway ,  Year Built: 1959,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 837 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,270 (year 2032),  Features Intersected: TRIB.TO SUGAR RUN,  Facility Carried by Structure: SR 2010
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.135,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $80,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6366,  Location: 1 MILE W.OF NEW ERA (Lat: 41.622256,  Lng: -76.385514),  Route carried "on" structure: State highway ,  Year Built: 1982,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 837 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,270 (year 2032),  Features Intersected: SUGAR RUN,  Facility Carried by Structure: SR 2010
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.137,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 69.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Closed Grating

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Structure Number: 6394,  Location: NEW ALBANY BORO (Lat: 41.597192,  Lng: -76.443300),  Route carried "on" structure: State highway ,  Year Built: 1941,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 661 (year 2022),  Truck Traffic: 16%,  Average Future Daily Traffic: 567 (year 2032),  Features Intersected: LADDS CREEK,  Facility Carried by Structure: SR 3002
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.176,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: Meets minimum limits,  Waterway Adequacy: Better than 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: September 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $122,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6559,  Location: 0.1M NE SR 220, LADDSBURG (Lat: 41.574783,  Lng: -76.417919),  Route carried "on" structure: City street ,  Year Built: 1979,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 155 (year 2043),  Design Load: HS 20,  Features Intersected: SOUTH BR. TOWANDA CREEK,  Facility Carried by Structure: T-408 (CO.BR.1)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 43102,  Location: .75 MI. SE OF NEW ALBANY (Lat: 41.589967,  Lng: -76.432294),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 200 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 310 (year 2043),  Design Load: HL 93,  Features Intersected: SOUTH BR. TOWANDA CREEK,  Facility Carried by Structure: TR-388 (CO. BR. 2)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 16.8m (55.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 53514,  Location: BALD EAGLE (Lat: 40.722108,  Lng: -78.184664),  Route carried "on" structure: US 220B,  Year Built: 2016,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,322 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,669 (year 2036),  Design Load: HL 93,  Features Intersected: TRIB BIG FILL RUN,  Facility Carried by Structure: SR 4027
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.618,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 12.3m (40.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.4 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: 34.3 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53523,  Location: VILLAGE OF STEVENSON (Lat: 41.622069,  Lng: -76.438850),  Route carried "on" structure: US 220,  Year Built: 2016,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 3,634 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,792 (year 2037),  Design Load: HL 93,  Features Intersected: S. Br. Towanda Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.542,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  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: 1,  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: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.3 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: 44.7 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing