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

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Structure Number: 20378,  Location: S ABNGTON TWP JCT SR 4032 (Lat: 41.475069,  Lng: -75.683125),  Route carried "on" structure: US 11,  Year Built: 1936,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 22,355 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,334 (year 2032),  Design Load: H 20,  Features Intersected: SUMMIT LAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.533,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 51.7 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $243,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20462,  Location: S ABINGTON OVR TWP RD 444 (Lat: 41.469311,  Lng: -75.670558),  Route carried "on" structure: Interstate 81,  Year Built: 1961,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 18,992 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 20,367 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TWP RD 444 SCOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.256,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 15 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $118,000,  Total Project Cost: $541,000,  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: 20464,  Location: S ABINGTON TWP OVER T-442 (Lat: 41.473064,  Lng: -75.678472),  Route carried "on" structure: Interstate 81,  Year Built: 1961,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 18,992 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 20,367 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TWP RD 442 BURCHER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.061,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $267,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20466,  Location: S ABINGTON TWP OV SR 1027 (Lat: 41.473764,  Lng: -75.679425),  Route carried "on" structure: Interstate 81,  Year Built: 1961,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 18,992 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 20,367 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 1027 LAYTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.740,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.5 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $245,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20469,  Location: S ABINGTN TP .5 M N EX194 (Lat: 41.488483,  Lng: -75.678758),  Route carried "on" structure: Interstate 81,  Year Built: 1961,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 25,911 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 35,716 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LEGGETTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.274,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 23 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: 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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: December 2020,  Other Special Inspection Date: June 2021

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Structure Number: 20471,  Location: S ABINGTON TWP OVR SR4019 (Lat: 41.496622,  Lng: -75.679219),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 12,963 (year 2021),  Truck Traffic: 29%,  Average Future Daily Traffic: 18,084 (year 2032),  Design Load: HS 20,  Features Intersected: SR 4019 EDELLA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.098,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $298,000,  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: 20473,  Location: S ABINGTON TP OVR SR 4019 (Lat: 41.496689,  Lng: -75.679536),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 12,948 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 17,632 (year 2032),  Design Load: HS 20,  Features Intersected: SR 4019 EDELLA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.276,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.1 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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $596,000,  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: 20474,  Location: S ABINGTON TP OVER SR4028 (Lat: 41.512214,  Lng: -75.667775),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 12,948 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 17,632 (year 2032),  Design Load: HS 20,  Features Intersected: SR 4028 FAIRVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.863,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.3 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: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $210,000,  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: 20475,  Location: S ABINGTON TP OVER SR4028 (Lat: 41.512183,  Lng: -75.667414),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 12,963 (year 2021),  Truck Traffic: 29%,  Average Future Daily Traffic: 18,084 (year 2032),  Design Load: HS 20,  Features Intersected: SR 4028 FAIRVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.526,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.3 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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $210,000,  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: 20476,  Location: S ABNGTN TP T-446 OV I-81 (Lat: 41.518328,  Lng: -75.662042),  Route carried "on" structure: State highway ,  Year Built: 1959,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 603 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,048 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0081 I-81,  Facility Carried by Structure: SR 2109 TWP RD 446
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.00m (22.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $42,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $565,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20657,  Location: SCOTT TWP OVR I-81 EX 197 (Lat: 41.531033,  Lng: -75.652564),  Route carried "on" structure: State highway 632,  Year Built: 1959,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 4,784 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,447 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR0081 NB & SB EXIT 197
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.551,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 99.8 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,  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: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $226,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20828,  Location: S ABNGTN TP .7M N SR 1027 (Lat: 41.496375,  Lng: -75.665072),  Route carried "on" structure: State highway ,  Year Built: 1941,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 760 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,022 (year 2032),  Design Load: HS 20,  Features Intersected: SPILLWAY GRIFFIN RES,  Facility Carried by Structure: SR 4023
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.652,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 50.8 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20829,  Location: S ABINGTON TWP OVER I-81 (Lat: 41.506042,  Lng: -75.672917),  Route carried "on" structure: State highway ,  Year Built: 1959,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 760 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,022 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0081 I-81 NB & SB,  Facility Carried by Structure: SR4023 SIMERELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.004,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.60m (21.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $92,000,  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: 20839,  Location: S ABINGTON TWP .1M W TR 6 (Lat: 41.473767,  Lng: -75.685161),  Route carried "on" structure: State highway ,  Year Built: 1904,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 4,437 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,638 (year 2032),  Design Load: HL 93,  Features Intersected: SUMMIT LAKE CREEK,  Facility Carried by Structure: SR 4032
Minimum Vertical Clearance: 3.58m (11.75ft),  Kilometerpoint: 3.957,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: 0.60m (1.97ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $300,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20958,  Location: SOUTH ABINGTON (Lat: 41.487597,  Lng: -75.680992),  Route carried "on" structure: Ramp Interstate 476,  Year Built: 1957,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 6,895 (year 2001),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,187 (year 2030),  Design Load: HS 20,  Features Intersected: SR 4019, LR35020
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  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: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20959,  Location: SOUTH ABINGTON (Lat: 41.481958,  Lng: -75.682944),  Route carried "on" structure: Ramp Interstate 476,  Year Built: 1994,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 6,895 (year 2001),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,187 (year 2030),  Design Load: HS 20,  Features Intersected: I-81 RAMP C&D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20967,  Location: S AB TWP EX 194 OVER I-81 (Lat: 41.482261,  Lng: -75.680056),  Route carried "on" structure: Ramp State highway ,  Year Built: 1961,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 10,854 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,467 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 0081 I-81,  Facility Carried by Structure: SR 8015 I-81 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 68.0 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $605,000,  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: 20973,  Location: S ABINGTON TWP OVER TR 11 (Lat: 41.470000,  Lng: -75.685000),  Route carried "on" structure: Ramp State highway ,  Year Built: 1957,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 8,210 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,219 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0011 TR 11,  Facility Carried by Structure: SR 8041 TRNPK RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 45383,  Location: S ABING TWP, 200' NE US11 (Lat: 41.472697,  Lng: -75.678964),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 370 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 520 (year 2037),  Design Load: HL 93,  Features Intersected: LEGGETTS CREEK,  Facility Carried by Structure: T-442 BURCHER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 4617,  Location: S ABINGTON TWP JCT TR6 (Lat: 41.473186,  Lng: -75.680303),  Route carried "on" structure: State highway ,  Year Built: 2010,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 4,019 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,392 (year 2032),  Design Load: HL 93,  Features Intersected: LEGGETTS CREEK,  Facility Carried by Structure: SR 1027 LAYTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Poor,  Operating Rating: 65.3 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53862,  Location: S ABINGTON TP OVER I-81 (Lat: 41.490175,  Lng: -75.679419),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 2,575 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,653 (year 2037),  Design Load: HL 93,  Features Intersected: SR 0081 I-81,  Facility Carried by Structure: EDELLA RD
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 0.911,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 48.6 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: 37.6 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 20462,  Location: S ABINGTON OVR TWP RD 444 (Lat: 41.469311,  Lng: -75.670558),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 1%,  Features Intersected: TWP RD 444 SCOTT ROAD,  Facility Carried by Structure: SR 0081 I-81 NB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 20463,  Location: S ABINGTN TP OV TP RD 444 (Lat: 41.468861,  Lng: -75.670083),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 1%,  Features Intersected: TWP RD 444 SCOTT RD,  Facility Carried by Structure: SR 0081 I-81 SB
Minimum Vertical Clearance: 4.84m (15.88ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 20464,  Location: S ABINGTON TWP OVER T-442 (Lat: 41.473064,  Lng: -75.678472),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 1%,  Features Intersected: TWP RD 442 BURCHER AVE,  Facility Carried by Structure: SR 0081 I-81 NB
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 20465,  Location: S ABINGTON TWP OVER T-442 (Lat: 41.472797,  Lng: -75.678567),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 1%,  Features Intersected: TWP RD 442 BURCHER AVE,  Facility Carried by Structure: SR 0081 I-81 SB
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 20466,  Location: S ABINGTON TWP OV SR 1027 (Lat: 41.473764,  Lng: -75.679425),  Route carried "under" structure: State highway ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 4,019 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 1027 LAYTON ROAD,  Facility Carried by Structure: SR 0081 I-81 NB
Minimum Vertical Clearance: 4.80m (15.75ft),  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: 13.4m (44.0ft)

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Structure Number: 20467,  Location: S ABINGTON TWP OV SR 1027 (Lat: 41.473533,  Lng: -75.679531),  Route carried "under" structure: State highway ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 4,019 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 1027 LAYTON ROAD,  Facility Carried by Structure: SR 0081 I-81 SB
Minimum Vertical Clearance: 5.70m (18.70ft),  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: 13.4m (44.0ft)

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Structure Number: 20471,  Location: S ABINGTON TWP OVR SR4019 (Lat: 41.496622,  Lng: -75.679219),  Route carried "under" structure: State highway ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 2,575 (year 2022),  Truck Traffic: 4%,  Features Intersected: SR 4019 EDELLA ROAD,  Facility Carried by Structure: SR 0081 I-81 NB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 1.664,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 20473,  Location: S ABINGTON TP OVR SR 4019 (Lat: 41.496689,  Lng: -75.679536),  Route carried "under" structure: State highway ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 2,575 (year 2022),  Truck Traffic: 4%,  Features Intersected: SR 4019 EDELLA ROAD,  Facility Carried by Structure: SR 0081 I-81 SB
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 1.664,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 20474,  Location: S ABINGTON TP OVER SR4028 (Lat: 41.512214,  Lng: -75.667775),  Route carried "under" structure: State highway ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 4,214 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 4028 FAIRVIEW ROAD,  Facility Carried by Structure: SR 0081 I-81 SB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 1.896,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 20475,  Location: S ABINGTON TP OVER SR4028 (Lat: 41.512183,  Lng: -75.667414),  Route carried "under" structure: State highway ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 4,214 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 4028 FAIRVIEW ROAD,  Facility Carried by Structure: SR 0081 I-81 NB
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 2.910,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 20476,  Location: S ABNGTN TP T-446 OV I-81 (Lat: 41.518328,  Lng: -75.662042),  Route carried "under" structure: Interstate 81,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 12,963 (year 2021),  Truck Traffic: 29%,  Features Intersected: SR 0081 I-81,  Facility Carried by Structure: SR 2109 TWP RD 446
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 28.337,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 20476,  Location: S ABNGTN TP T-446 OV I-81 (Lat: 41.518328,  Lng: -75.662042),  Route carried "under" structure: Interstate 81,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 12,948 (year 2021),  Truck Traffic: 28%,  Features Intersected: SR 0081 I-81,  Facility Carried by Structure: SR 2109 TWP RD 446
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 28.473,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 20657,  Location: SCOTT TWP OVR I-81 EX 197 (Lat: 41.531033,  Lng: -75.652564),  Route carried "under" structure: Interstate 81,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 18,116 (year 2020),  Truck Traffic: 28%,  Features Intersected: SR0081 NB & SB EXIT 197,  Facility Carried by Structure: SR 0632 TR 632
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 29.995,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 20657,  Location: SCOTT TWP OVR I-81 EX 197 (Lat: 41.531033,  Lng: -75.652564),  Route carried "under" structure: Interstate 81,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 18,973 (year 2020),  Truck Traffic: 26%,  Features Intersected: SR0081 NB & SB EXIT 197,  Facility Carried by Structure: SR 0632 TR 632
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 30.090,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 207,  Location: SCOTT TWP OVER I-81 (Lat: 41.527578,  Lng: -75.653825),  Route carried "under" structure: Interstate 81,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 12,963 (year 2021),  Truck Traffic: 29%,  Features Intersected: SR 0081 I-81 NB & SB,  Facility Carried by Structure: SR 1031
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 29.152,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 207,  Location: SCOTT TWP OVER I-81 (Lat: 41.527578,  Lng: -75.653825),  Route carried "under" structure: Interstate 81,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 12,948 (year 2021),  Truck Traffic: 28%,  Features Intersected: SR 0081 I-81 NB & SB,  Facility Carried by Structure: SR 1031
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 29.271,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 20829,  Location: S ABINGTON TWP OVER I-81 (Lat: 41.506042,  Lng: -75.672917),  Route carried "under" structure: Interstate 81,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 12,948 (year 2021),  Truck Traffic: 28%,  Features Intersected: SR 0081 I-81 NB & SB,  Facility Carried by Structure: SR4023 SIMERELL RD
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 26.062,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 20829,  Location: S ABINGTON TWP OVER I-81 (Lat: 41.506042,  Lng: -75.672917),  Route carried "under" structure: Interstate 81,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 12,963 (year 2021),  Truck Traffic: 29%,  Features Intersected: SR 0081 I-81 NB & SB,  Facility Carried by Structure: SR4023 SIMERELL RD
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 25.946,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 20958,  Location: SOUTH ABINGTON (Lat: 41.487597,  Lng: -75.680992),  Route carried "under" structure: State highway ,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 2,575 (year 2022),  Truck Traffic: 4%,  Features Intersected: SR 4019, LR35020,  Facility Carried by Structure: PA TPK (I-476)
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.911,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 20959,  Location: SOUTH ABINGTON (Lat: 41.481958,  Lng: -75.682944),  Route carried "under" structure: Ramp State highway ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 7,391 (year 2021),  Truck Traffic: 7%,  Features Intersected: I-81 RAMP C&D,  Facility Carried by Structure: PA TPK (I-476)
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 20959,  Location: SOUTH ABINGTON (Lat: 41.481958,  Lng: -75.682944),  Route carried "under" structure: Ramp State highway ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 3,463 (year 2021),  Truck Traffic: 7%,  Features Intersected: I-81 RAMP C&D,  Facility Carried by Structure: PA TPK (I-476)
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 20967,  Location: S AB TWP EX 194 OVER I-81 (Lat: 41.482261,  Lng: -75.680056),  Route carried "under" structure: Interstate 81,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 18,992 (year 2021),  Truck Traffic: 20%,  Features Intersected: SR 0081 I-81
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 23.545,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 20967,  Location: S AB TWP EX 194 OVER I-81 (Lat: 41.482261,  Lng: -75.680056),  Route carried "under" structure: Interstate 81,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 12,948 (year 2021),  Truck Traffic: 28%,  Features Intersected: SR 0081 I-81
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 23.648,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 20973,  Location: S ABINGTON TWP OVER TR 11 (Lat: 41.470000,  Lng: -75.685000),  Route carried "under" structure: US 11,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 11,339 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 0011 TR 11,  Facility Carried by Structure: SR 8041 TRNPK RAMP
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 18.533,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 20973,  Location: S ABINGTON TWP OVER TR 11 (Lat: 41.470000,  Lng: -75.685000),  Route carried "under" structure: US 11,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 11,016 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 0011 TR 11,  Facility Carried by Structure: SR 8041 TRNPK RAMP
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 18.543,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 53862,  Location: S ABINGTON TP OVER I-81 (Lat: 41.490175,  Lng: -75.679419),  Route carried "under" structure: Interstate 81,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 12,963 (year 2021),  Truck Traffic: 29%,  Features Intersected: SR 0081 I-81,  Facility Carried by Structure: EDELLA RD
Minimum Vertical Clearance: 5.70m (18.70ft),  Kilometerpoint: 24.274,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 53862,  Location: S ABINGTON TP OVER I-81 (Lat: 41.490175,  Lng: -75.679419),  Route carried "under" structure: Interstate 81,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 12,948 (year 2021),  Truck Traffic: 28%,  Features Intersected: SR 0081 I-81,  Facility Carried by Structure: EDELLA RD
Minimum Vertical Clearance: 5.50m (18.04ft),  Kilometerpoint: 24.385,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)