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


  • National Bridge Inventory (NBI) Statistics
  • 10Number of bridges
  • 39ft / 12.4mTotal length
  • $1,197,000Total costs
  • 216,025Total average daily traffic
  • 16,211Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Cornwells Heights-Eddington
  • No street view available for this location

New bridges in Cornwells Heights-Eddington, PA - historical statistics
  • New bridges - historical statistics
  • 81960-1969
  • 21990-1999
Reconstructed bridges in Cornwells Heights-Eddington, PA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 01980-1989
  • 11990-1999
Average Bridge Daily Traffic in Cornwells Heights-Eddington, PA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 25.0%Good
  • 50.0%Satisfactory
  • 25.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 25.0%Good
  • 25.0%Satisfactory
  • 50.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 25.0%Good
  • 75.0%Satisfactory
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Structure Number: 6834,  Location: 1MI.N. ANDALUSIA 45G03 (Lat: 40.073042,  Lng: -74.951947),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 49,297 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 56,086 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: STATION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.206,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $260,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 689,  Location: 3MI.N.PHILA.LINE 45K01 (Lat: 40.083481,  Lng: -74.934714),  Route carried "on" structure: State highway 132,  Year Built: 1964,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 23,834 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,447 (year 2032),  Design Load: HS 20,  Features Intersected: INTERSTATE 95,  Facility Carried by Structure: STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.295,  Lanes on structure: 5,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 71.7 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.70m (25.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $612,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6891,  Location: EDDINGTON 45K01 (Lat: 40.084058,  Lng: -74.935206),  Route carried "on" structure: State highway 132,  Year Built: 1964,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 23,834 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,447 (year 2032),  Design Load: HS 20,  Features Intersected: BRISTOL PIKE,  Facility Carried by Structure: STREET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.414,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $325,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 39446,  Location: SEPTA PARK/RIDE 45G03 (Lat: 40.072861,  Lng: -74.952033),  Route carried "on" structure: Ramp State highway ,  Year Built: 1997,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 71 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 571 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: STATION AVENUE,  Facility Carried by Structure: RAMP W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6834,  Location: 1MI.N. ANDALUSIA 45G03 (Lat: 40.073042,  Lng: -74.951947),  Route carried "under" structure: State highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 6,056 (year 2022),  Truck Traffic: 6%,  Features Intersected: STATION AVENUE,  Facility Carried by Structure: INTERSTATE 95 (SB)
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 689,  Location: 3MI.N.PHILA.LINE 45K01 (Lat: 40.083481,  Lng: -74.934714),  Route carried "under" structure: Interstate 95,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 44,372 (year 2021),  Truck Traffic: 8%,  Features Intersected: INTERSTATE 95,  Facility Carried by Structure: STREET ROAD
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 4.833,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 689,  Location: 3MI.N.PHILA.LINE 45K01 (Lat: 40.083481,  Lng: -74.934714),  Route carried "under" structure: Interstate 95,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 44,587 (year 2021),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 95,  Facility Carried by Structure: STREET ROAD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 4.804,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 6891,  Location: EDDINGTON 45K01 (Lat: 40.084058,  Lng: -74.935206),  Route carried "under" structure: US 13,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 8,959 (year 2021),  Truck Traffic: 6%,  Features Intersected: BRISTOL PIKE,  Facility Carried by Structure: STREET ROAD
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 4.316,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 6891,  Location: EDDINGTON 45K01 (Lat: 40.084058,  Lng: -74.935206),  Route carried "under" structure: US 13,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 8,959 (year 2021),  Truck Traffic: 6%,  Features Intersected: BRISTOL PIKE,  Facility Carried by Structure: STREET ROAD
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 4.316,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 39446,  Location: SEPTA PARK/RIDE 45G03 (Lat: 40.072861,  Lng: -74.952033),  Route carried "under" structure: State highway ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 6,056 (year 2022),  Truck Traffic: 6%,  Features Intersected: STATION AVENUE,  Facility Carried by Structure: RAMP W
Minimum Vertical Clearance: 6.99m (22.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 15.8m (51.8ft)

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