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

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Structure Number: 8641,  Location: FRANKLIN BOROUGH (Lat: 40.346200,  Lng: -78.880206),  Route carried "on" structure: State highway ,  Year Built: 1928,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 846 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,206 (year 2032),  Design Load: H 20,  Features Intersected: CLAPBOARD RUN,  Facility Carried by Structure: SR 3026
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.576,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $243,000,  Total Project Cost: $575,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8644,  Location: MINERAL POINT (Lat: 40.380092,  Lng: -78.836853),  Route carried "on" structure: State highway ,  Year Built: 1925,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 741 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,072 (year 2032),  Design Load: HS 20,  Features Intersected: SALT LICK RUN,  Facility Carried by Structure: SR 3030
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.754,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 13653,  Location: 6 MI.S. CARLISLE (Lat: 40.148381,  Lng: -77.313164),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 34,704 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 28,129 (year 2032),  Design Load: HS 20,  Features Intersected: SR 3015; MT. ROCK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.279,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $421,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 13654,  Location: PENN TWP (Lat: 40.148706,  Lng: -77.313044),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 27,247 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 28,207 (year 2032),  Design Load: HS 20,  Features Intersected: SR 3015; MT. ROCK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.282,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $421,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 13655,  Location: 5.5 MI.S. CARLISLE (Lat: 40.154064,  Lng: -77.300858),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 34,704 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 28,129 (year 2032),  Design Load: HS 20,  Features Intersected: T-545; STONE HOUSE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.880,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 71.7 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: Somewhat better than minimum adequacy,  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: 4.40m (14.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $394,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13656,  Location: 5.5 MI.S. OF CARLISLE (Lat: 40.154300,  Lng: -77.300956),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 27,247 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 28,207 (year 2032),  Design Load: HS 20,  Features Intersected: T-545; STONE HOUSE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.877,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $47,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $632,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13657,  Location: 5 MI.S. CARLISLE (Lat: 40.160231,  Lng: -77.291653),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 34,704 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 28,129 (year 2032),  Design Load: HS 20,  Features Intersected: MOOREDALE RD.; T-466
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.646,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  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: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 13658,  Location: 5 MI.S. OF CARLISLE (Lat: 40.160469,  Lng: -77.291717),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 27,247 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 28,207 (year 2032),  Design Load: HS 20,  Features Intersected: MOOREDALE RD.; T-466
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.635,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  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: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.3 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1366,  Location: 4 MI.S. OF CARLISLE (Lat: 40.167514,  Lng: -77.276258),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 27,247 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 28,207 (year 2032),  Design Load: HS 20,  Features Intersected: BURNT HOUSE RD.; T-451
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.309,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $270,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13794,  Location: Bloserville (Lat: 40.246647,  Lng: -77.333592),  Route carried "on" structure: State highway 944,  Year Built: 1957,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 973 (year 2022),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,202 (year 2032),  Design Load: HL 93,  Features Intersected: Locust Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.509,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $110,000,  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: 13997,  Location: WEST PENNSBORO TWP (Lat: 40.203333,  Lng: -77.323333),  Route carried "on" structure: City street T448,  Year Built: 1939,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 6%,  Average Future Daily Traffic: 315 (year 2030),  Design Load: HL 93,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-448
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $78,000,  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: 14001,  Location: WEST PENNSBORO TWP (Lat: 40.203333,  Lng: -77.283333),  Route carried "on" structure: City street ,  Year Built: 1939,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 6%,  Average Future Daily Traffic: 315 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-457
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $379,000,  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: 14064,  Location: 3 W CRLSLE/L.FRK/W.PNBR (Lat: 40.221331,  Lng: -77.258719),  Route carried "on" structure: City street ,  Year Built: 1896,  Status: Closed,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 439 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 503 (year 2039),  Features Intersected: CONODOGUINET CREEK,  Facility Carried by Structure: CREEK RD., T-427
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 65.8m (215.9ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Fair,  Superstructure: Critical,  Substructure: Fair,  Channel: Fair,  Operating Rating: 12.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 5.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 8.30m (27.23ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $108,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $1,461,000,  Deck Structure Type: Open Grating

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Structure Number: 14065,  Location: 5NE NWVLLE/CONDOGUINET (Lat: 40.231503,  Lng: -77.336356),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 292 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 334 (year 2039),  Design Load: H 20,  Features Intersected: CONODOGUINET CREEK,  Facility Carried by Structure: STANTON BR. T-448
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.90m (22.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 14067,  Location: 1.2 NE PLAINFIELD/CONODOG (Lat: 40.211850,  Lng: -77.272783),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 1,167 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,336 (year 2041),  Design Load: H 20,  Features Intersected: CONODOGUINET CREEK,  Facility Carried by Structure: BURGNER RD., T-457
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 59.9 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.40m (27.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $178,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14068,  Location: @ SPILLWAY OF OPPOSOM LAK (Lat: 40.224492,  Lng: -77.273792),  Route carried "on" structure: City street ,  Year Built: 1929,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 100 (year 2021),  Average Future Daily Traffic: 140 (year 2041),  Features Intersected: OPPOSSUM CREEK,  Facility Carried by Structure: OPOSSOM ROAD, T460
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum 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,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $35,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40691,  Location: T449/T454 INTERSECTION (Lat: 40.241586,  Lng: -77.319294),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 100 (year 2021),  Average Future Daily Traffic: 140 (year 2041),  Design Load: HS 20,  Features Intersected: LOCUST CREEK,  Facility Carried by Structure: T-449
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Fair,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40692,  Location: T454 BETWEEN T453 & T449 (Lat: 40.236136,  Lng: -77.317328),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 140 (year 2041),  Design Load: HS 20,  Features Intersected: LOCUST CREEK,  Facility Carried by Structure: T-454
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 456,  Location: 2.5 M. S. OF BLOSERVILLE (Lat: 40.203858,  Lng: -77.347394),  Route carried "on" structure: State highway ,  Year Built: 2009,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 1,534 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,374 (year 2032),  Design Load: HL 93,  Features Intersected: I-76 PA TPK MP (215.96),  Facility Carried by Structure: SR4021 BLOSERVILLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46335,  Location: WEST PENNSBORO TWP (Lat: 40.206178,  Lng: -77.272536),  Route carried "on" structure: City street T482,  Year Built: 2010,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 1,746 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,298 (year 2030),  Design Load: HL 93,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-482
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.7 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 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: 46338,  Location: west pennsboro twp. (Lat: 40.203333,  Lng: -77.308333),  Route carried "on" structure: City street T405,  Year Built: 2010,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 839 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,104 (year 2030),  Design Load: HL 93,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-405
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 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: 47748,  Location: West Pennsboro Twp. (Lat: 40.205089,  Lng: -77.306628),  Route carried "on" structure: Interstate 76,  Year Built: 2012,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 21,474 (year 2010),  Truck Traffic: 31%,  Average Future Daily Traffic: 22,983 (year 2030),  Design Load: HL 93,  Features Intersected: Mt. Rock Spring Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 47749,  Location: West Pennsboro Twp. (Lat: 40.205444,  Lng: -77.295517),  Route carried "on" structure: Interstate 76,  Year Built: 2012,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 21,474 (year 2010),  Truck Traffic: 31%,  Average Future Daily Traffic: 22,983 (year 2030),  Design Load: HL 93,  Features Intersected: T-456
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 351.947,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 36.9m (121.1ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 13653,  Location: 6 MI.S. CARLISLE (Lat: 40.148381,  Lng: -77.313164),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 310 (year 2022),  Truck Traffic: 8%,  Features Intersected: SR 3015; MT. ROCK RD.,  Facility Carried by Structure: I-81 NB; SR 0081
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 2.979,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 13654,  Location: PENN TWP (Lat: 40.148706,  Lng: -77.313044),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 310 (year 2022),  Truck Traffic: 8%,  Features Intersected: SR 3015; MT. ROCK RD.,  Facility Carried by Structure: I-81 SB; SR 0081
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 2.979,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 13655,  Location: 5.5 MI.S. CARLISLE (Lat: 40.154064,  Lng: -77.300858),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 206 (year 1985),  Truck Traffic: 2%,  Features Intersected: T-545; STONE HOUSE RD.,  Facility Carried by Structure: I-81 NB; SR 0081
Minimum Vertical Clearance: 4.67m (15.32ft),  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: 13656,  Location: 5.5 MI.S. OF CARLISLE (Lat: 40.154300,  Lng: -77.300956),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 206 (year 1985),  Truck Traffic: 2%,  Features Intersected: T-545; STONE HOUSE RD.,  Facility Carried by Structure: I-81 SB; SR 0081
Minimum Vertical Clearance: 4.67m (15.32ft),  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: 13657,  Location: 5 MI.S. CARLISLE (Lat: 40.160231,  Lng: -77.291653),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 1990),  Truck Traffic: 5%,  Features Intersected: MOOREDALE RD.; T-466,  Facility Carried by Structure: I-81 NB; SR 0081
Minimum Vertical Clearance: 4.54m (14.90ft),  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: 10.7m (35.1ft)

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Structure Number: 13658,  Location: 5 MI.S. OF CARLISLE (Lat: 40.160469,  Lng: -77.291717),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 125 (year 1990),  Truck Traffic: 5%,  Features Intersected: MOOREDALE RD.; T-466,  Facility Carried by Structure: I-81 SB; SR 0081
Minimum Vertical Clearance: 5.46m (17.91ft),  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: 10.7m (35.1ft)

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Structure Number: 13659,  Location: 4 MI.S. OF CARLISLE (Lat: 40.167350,  Lng: -77.276033),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 303 (year 1985),  Truck Traffic: 2%,  Features Intersected: BURNT HOUSE RD.; T-451,  Facility Carried by Structure: I-81 NB; SR 0081
Minimum Vertical Clearance: 4.83m (15.85ft),  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: 10.1m (33.1ft)

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Structure Number: 1366,  Location: 4 MI.S. OF CARLISLE (Lat: 40.167514,  Lng: -77.276258),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 303 (year 1985),  Truck Traffic: 2%,  Features Intersected: BURNT HOUSE RD.; T-451,  Facility Carried by Structure: I-81 SB; SR 0081
Minimum Vertical Clearance: 4.57m (14.99ft),  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: 10.1m (33.1ft)

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Structure Number: 456,  Location: 2.5 M. S. OF BLOSERVILLE (Lat: 40.203858,  Lng: -77.347394),  Route carried "under" structure: Other road 76,  Year Built: 2009,  Structure Length: 0. m,  Features Intersected: I-76 PA TPK MP (215.96),  Facility Carried by Structure: SR4021 BLOSERVILLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 347.554,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.4m (80.1ft)