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

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Structure Number: 13571,  Location: HOGESTOWN (Lat: 40.245794,  Lng: -77.032369),  Route carried "on" structure: US 11,  Year Built: 1936,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 10,415 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,233 (year 2032),  Design Load: H 20,  Features Intersected: HOGESTOWN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.185,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 49.0 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,  Waterway Adequacy: 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: May 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $81,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13572,  Location: HOGESTOWN (Lat: 40.245300,  Lng: -77.032411),  Route carried "on" structure: US 11,  Year Built: 1941,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 9,990 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 12,061 (year 2032),  Design Load: HS 20,  Features Intersected: HOGESTOWN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.170,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 59.0 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $72,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13695,  Location: I-81 NB OVER US 11 (Lat: 40.234450,  Lng: -77.127631),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 36,531 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 44,966 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: US 11; SR 0011
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.471,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  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: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 13697,  Location: I-81 SB OVER US 11 (Lat: 40.234417,  Lng: -77.128044),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 36,923 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 44,755 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: US 11; SR 0011
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.450,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.7m (90.9ft),  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: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 13698,  Location: T-574 OVER I-81 (Lat: 40.242733,  Lng: -77.100806),  Route carried "on" structure: State highway ,  Year Built: 1969,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 1,503 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,332 (year 2032),  Design Load: HS 20,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: T-574; BERNHEISEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb 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: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.60m (31.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 13703,  Location: 0.8 MI.E. OF L.R. 21001 (Lat: 40.271625,  Lng: -77.033072),  Route carried "on" structure: Interstate 81,  Year Built: 1973,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 79,898 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 100,406 (year 2032),  Design Load: HS 20,  Features Intersected: SIMMONS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.229,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 50.9m (167.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 13704,  Location: 1 MI.E. OF SR 0114 (Lat: 40.272083,  Lng: -77.024747),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 1,354 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,618 (year 2032),  Design Load: HS 20,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: T-596 SAMPLE BR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  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: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 9.80m (32.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1372,  Location: WERTZVILLE (Lat: 40.268847,  Lng: -77.044008),  Route carried "on" structure: State highway 114,  Year Built: 1969,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 22,373 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,611 (year 2032),  Design Load: HS 20,  Features Intersected: 81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.651,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.10m (33.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $417,000,  Roadway Improvement Cost: $1,228,000,  Total Project Cost: $5,628,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 13721,  Location: HOGESTOWN (Lat: 40.254022,  Lng: -77.031533),  Route carried "on" structure: State highway 114,  Year Built: 1974,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 22,373 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,611 (year 2032),  Design Load: HS 20,  Features Intersected: CONODOGUINET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.050,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 25.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $414,000,  Roadway Improvement Cost: $1,218,000,  Total Project Cost: $5,584,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13839,  Location: 1.3 MI.E. OF SR 1007 (Lat: 40.254758,  Lng: -77.069100),  Route carried "on" structure: State highway ,  Year Built: 1969,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 2,482 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,789 (year 2032),  Design Load: HS 20,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: SR 1009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.653,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  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: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.90m (35.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $79,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $1,068,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 13841,  Location: JUST NORTH OF SR1012 (Lat: 40.258492,  Lng: -77.077411),  Route carried "on" structure: State highway ,  Year Built: 1964,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 1,029 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,204 (year 2032),  Design Load: HS 20,  Features Intersected: CONODOGUINET CREEK,  Facility Carried by Structure: SR 1009 RICH VAL.R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.067,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.70m (38.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1402,  Location: SILVER SPRING TWP (Lat: 40.216875,  Lng: -77.088089),  Route carried "on" structure: City street 571,  Year Built: 1949,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 10%,  Average Future Daily Traffic: 315 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK (I-76)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $82,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14023,  Location: SILVER SPRING TWP (Lat: 40.211131,  Lng: -77.068267),  Route carried "on" structure: Interstate 76,  Year Built: 1949,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 20,357 (year 2001),  Truck Traffic: 29%,  Average Future Daily Traffic: 23,799 (year 2030),  Design Load: HS 20,  Features Intersected: LR21012, SR1007
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 14079,  Location: 6.4 NE CARLISLE MIDDLESEX (Lat: 40.259800,  Lng: -77.102914),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 2,000 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,500 (year 2041),  Design Load: H 20,  Features Intersected: CONODOGUINET CREEK,  Facility Carried by Structure: BERNHEISEL ROAD
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),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: 9.00m (29.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $211,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 14089,  Location: 2.4 NW MCHNICBRG/HOGESTOW (Lat: 40.227150,  Lng: -77.054631),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,500 (year 2039),  Design Load: HS 20,  Features Intersected: HOGESTOWN RUN,  Facility Carried by Structure: HEMPT ROAD (T-573)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to 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: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $45,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1409,  Location: 1.4SE 76/81 CONRAIL (Lat: 40.227031,  Lng: -77.103217),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 200 (year 2021),  Average Future Daily Traffic: 280 (year 2041),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RAILRD.,  Facility Carried by Structure: APPALACHIAN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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: Equal to present minimum criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 14091,  Location: 2.7E KINGSTON/HOGESTOWN (Lat: 40.244853,  Lng: -77.032950),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 450 (year 2018),  Average Future Daily Traffic: 630 (year 2038),  Features Intersected: OVER HOGESTOWN RUN,  Facility Carried by Structure: VILLAGE RD.(T-582)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $45,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14093,  Location: 4.2 NW HOGSTWN/BRENIZER (Lat: 40.264292,  Lng: -77.072778),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 800 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2041),  Design Load: HL 93,  Features Intersected: BRENIZER RUN,  Facility Carried by Structure: BEECHCLIFF DR.T606
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Fair,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $117,000,  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: 56189,  Location: MIDDLESEX TWP (Lat: 40.224333,  Lng: -77.114381),  Route carried "on" structure: Interstate 76,  Year Built: 2018,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 20,357 (year 2001),  Truck Traffic: 29%,  Average Future Daily Traffic: 23,799 (year 2030),  Design Load: HS 20,  Features Intersected: Norfolk Southern RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 38.2m (125.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 82.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  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: Epoxy Coated Reinforcing

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Structure Number: 13695,  Location: I-81 NB OVER US 11 (Lat: 40.234450,  Lng: -77.127631),  Route carried "under" structure: US 11,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 6,399 (year 2022),  Truck Traffic: 12%,  Features Intersected: US 11; SR 0011,  Facility Carried by Structure: I-81 NB; SR 0081
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 40.527,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 13695,  Location: I-81 NB OVER US 11 (Lat: 40.234450,  Lng: -77.127631),  Route carried "under" structure: US 11,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 6,523 (year 2022),  Truck Traffic: 13%,  Features Intersected: US 11; SR 0011,  Facility Carried by Structure: I-81 NB; SR 0081
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 40.514,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 13697,  Location: I-81 SB OVER US 11 (Lat: 40.234417,  Lng: -77.128044),  Route carried "under" structure: US 11,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 6,523 (year 2022),  Truck Traffic: 13%,  Features Intersected: US 11; SR 0011,  Facility Carried by Structure: I-81 SB; SR 0081
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 40.514,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 13697,  Location: I-81 SB OVER US 11 (Lat: 40.234417,  Lng: -77.128044),  Route carried "under" structure: US 11,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 6,399 (year 2022),  Truck Traffic: 12%,  Features Intersected: US 11; SR 0011,  Facility Carried by Structure: I-81 SB; SR 0081
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 40.527,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 13698,  Location: T-574 OVER I-81 (Lat: 40.242733,  Lng: -77.100806),  Route carried "under" structure: Interstate 81,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 36,531 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: T-574; BERNHEISEL
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 43.797,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 13698,  Location: T-574 OVER I-81 (Lat: 40.242733,  Lng: -77.100806),  Route carried "under" structure: Interstate 81,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 36,923 (year 2021),  Truck Traffic: 26%,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: T-574; BERNHEISEL
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 43.813,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 13704,  Location: 1 MI.E. OF SR 0114 (Lat: 40.272083,  Lng: -77.024747),  Route carried "under" structure: Interstate 81,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 40,285 (year 2021),  Truck Traffic: 16%,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: T-596 SAMPLE BR RD
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 51.023,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 13704,  Location: 1 MI.E. OF SR 0114 (Lat: 40.272083,  Lng: -77.024747),  Route carried "under" structure: Interstate 81,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 39,613 (year 2021),  Truck Traffic: 21%,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: T-596 SAMPLE BR RD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 51.005,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 1372,  Location: WERTZVILLE (Lat: 40.268847,  Lng: -77.044008),  Route carried "under" structure: Interstate 81,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 40,285 (year 2021),  Truck Traffic: 16%,  Features Intersected: 81,  Facility Carried by Structure: 114 Willow Mill Rd
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 49.407,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 1372,  Location: WERTZVILLE (Lat: 40.268847,  Lng: -77.044008),  Route carried "under" structure: Interstate 81,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 39,613 (year 2021),  Truck Traffic: 21%,  Features Intersected: 81,  Facility Carried by Structure: 114 Willow Mill Rd
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 49.425,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 13838,  Location: 0.8 MI N OF TWP RD 874 (Lat: 40.244703,  Lng: -77.087450),  Route carried "under" structure: Interstate 81,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 36,531 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: 1007 Locust Point
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 45.390,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 13838,  Location: 0.8 MI N OF TWP RD 874 (Lat: 40.244703,  Lng: -77.087450),  Route carried "under" structure: Interstate 81,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 36,923 (year 2021),  Truck Traffic: 26%,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: 1007 Locust Point
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 45.393,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 13839,  Location: 1.3 MI.E. OF SR 1007 (Lat: 40.254758,  Lng: -77.069100),  Route carried "under" structure: Interstate 81,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 36,531 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: SR 1009
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 47.011,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 13839,  Location: 1.3 MI.E. OF SR 1007 (Lat: 40.254758,  Lng: -77.069100),  Route carried "under" structure: Interstate 81,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 36,923 (year 2021),  Truck Traffic: 26%,  Features Intersected: I-81; SR 0081,  Facility Carried by Structure: SR 1009
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 46.996,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 14017,  Location: MIDDLESEX TWP (Lat: 40.227892,  Lng: -77.130828),  Route carried "under" structure: Interstate 76,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 20,357 (year 2001),  Truck Traffic: 29%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: SR 1005, LR 21011
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 14019,  Location: SILVER SPRING TWP (Lat: 40.221033,  Lng: -77.102714),  Route carried "under" structure: Interstate 76,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 20,357 (year 2001),  Truck Traffic: 29%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-573
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 1402,  Location: SILVER SPRING TWP (Lat: 40.216875,  Lng: -77.088089),  Route carried "under" structure: Interstate 76,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 20,357 (year 2001),  Truck Traffic: 29%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-571
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 14023,  Location: SILVER SPRING TWP (Lat: 40.211131,  Lng: -77.068267),  Route carried "under" structure: State highway ,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 4,434 (year 2021),  Truck Traffic: 7%,  Features Intersected: LR21012, SR1007,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 8.520,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 9.4m (30.8ft)