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


  • National Bridge Inventory (NBI) Statistics
  • 30Number of bridges
  • 276ft / 84.3mTotal length
  • $3,783,000Total costs
  • 152,986Total average daily traffic
  • 18,742Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for East Freedom
  • No street view available for this location

New bridges in East Freedom, PA - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 11920-1929
  • 61950-1959
  • 191980-1989
  • 12000-2009
  • 22010-2019
Reconstructed bridges in East Freedom, PA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 21990-1999
  • 52000-2009
  • 32010-2019
Average Bridge Daily Traffic in East Freedom, PA
Average Bridge Truck Traffic in East Freedom, PA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 5.9%Very good
  • 64.7%Good
  • 11.8%Satisfactory
  • 17.6%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 21.1%Very good
  • 36.8%Good
  • 21.1%Satisfactory
  • 10.5%Fair
  • 10.5%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 15.8%Very good
  • 31.6%Good
  • 26.3%Satisfactory
  • 15.8%Fair
  • 5.3%Poor
  • 5.3%Critical
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 6.7%Very good
  • 26.7%Good
  • 20.0%Satisfactory
  • 13.3%Fair
  • 33.3%Poor
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Structure Number: 555,  Location: VILLAGE OF MCKEE (Lat: 40.360039,  Lng: -78.417686),  Route carried "on" structure: State highway 36,  Year Built: 1951,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 17,747 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,318 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: HALTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.995,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5551,  Location: VILLAGE OF MCKEE (Lat: 40.365697,  Lng: -78.424897),  Route carried "on" structure: State highway 36,  Year Built: 1951,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 15,206 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,500 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: EVERETT RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.919,  Lanes on structure: 3,  Owner: Railroad,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5568,  Location: 1 MI.S.OF EAST FREEDOM (Lat: 40.338392,  Lng: -78.429647),  Route carried "on" structure: Interstate 99,  Year Built: 1988,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 5,591 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 7,171 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: T349
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.827,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 16 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5569,  Location: .5 MI.S.OF EAST FREEDOM (Lat: 40.343094,  Lng: -78.432022),  Route carried "on" structure: Interstate 99,  Year Built: 1986,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 23.20m (76.12ft),  Average Daily Traffic: 5,591 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 7,171 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 3013,C-101,RR,JUN RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.827,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.0 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.70m (77.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 557,  Location: 1 MI.S.OF EAST FREEDOM (Lat: 40.338539,  Lng: -78.430006),  Route carried "on" structure: Interstate 99,  Year Built: 1988,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 5,576 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 7,270 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: T349
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.804,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 16 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 48.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5573,  Location: EAST FREEDOM (Lat: 40.356825,  Lng: -78.433892),  Route carried "on" structure: Interstate 99,  Year Built: 1987,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 5,591 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 7,171 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: PA 164 & SOUTH DRY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.436,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  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: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 41.7 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5574,  Location: EAST FREEDOM (Lat: 40.356603,  Lng: -78.434106),  Route carried "on" structure: Interstate 99,  Year Built: 1987,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 5,576 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 7,270 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: PA 164 & SOUTH DRY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.412,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  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: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 41.7 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5576,  Location: 1 MI.S.OF NEWRY (Lat: 40.380108,  Lng: -78.434300),  Route carried "on" structure: Interstate 99,  Year Built: 1987,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 10,325 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 12,358 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 3013
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.627,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.70m (25.26ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5615,  Location: VILLAGE OF EAST FREEDOM (Lat: 40.357803,  Lng: -78.430217),  Route carried "on" structure: State highway 164,  Year Built: 1957,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 8,312 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,681 (year 2032),  Design Load: HS 20,  Features Intersected: SOUTH DRY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.424,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 5617,  Location: EAST FREEDOM (Lat: 40.367208,  Lng: -78.426981),  Route carried "on" structure: State highway 164,  Year Built: 1987,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 17,157 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 24,654 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: FRANKSTWN BR JUNIATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.929,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  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: 27.9m (91.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 72.6 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.70m (28.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5731,  Location: EAST FREEDOM (Lat: 40.356272,  Lng: -78.427878),  Route carried "on" structure: State highway ,  Year Built: 1925,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 1,478 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,280 (year 2032),  Features Intersected: FRANKSTOWN BR JUNIATA R,  Facility Carried by Structure: SR 2010
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $1,109,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5919,  Location: 2 MI.W.OF EAST FREEDOM (Lat: 40.353889,  Lng: -78.468003),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 253 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 316 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB. OF SOUTH DRY RUN,  Facility Carried by Structure: T352,Butler Hlw Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: Better than present minimum 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: August 2021,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $651,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 592,  Location: 2 MI.W.OF EAST FREEDOM (Lat: 40.354664,  Lng: -78.466481),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 253 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 354 (year 2041),  Design Load: HS 20,  Features Intersected: SOUTH DRY RUN,  Facility Carried by Structure: T352,Butler Hlw Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  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: 6.0m (19.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than 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: August 2021,  Bridge Improvement Cost: $54,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $723,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5921,  Location: JUGTOWN (Lat: 40.337636,  Lng: -78.434453),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 451 (year 2021),  Average Future Daily Traffic: 188 (year 2041),  Design Load: HS 20,  Features Intersected: FRTOWN.BR.JUNIATA RIVER,  Facility Carried by Structure: T-349 Mountain Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.1m (10.2ft),  Out-to-Out Width: 3.1m (10.2ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Channel: Poor,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  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: 30.0 - 39.9% below),  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $41,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $550,000,  Deck Structure Type: Open Grating
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Structure Number: 5922,  Location: VILLAGE OF EAST FREEDOM (Lat: 40.356800,  Lng: -78.434597),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 103 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 131 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: SOUTH DRY RUN,  Facility Carried by Structure: T367,CREAM HOL.RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  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: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.4 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  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: 5924,  Location: EAST FREEDOM (Lat: 40.357319,  Lng: -78.428497),  Route carried "on" structure: County highway ,  Year Built: 1913,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,634 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,043 (year 2041),  Features Intersected: SOUTH DRY RUN,  Facility Carried by Structure: CO RD 101,Bedfrd S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Superstructure: Serious,  Substructure: Critical,  Channel: Poor,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $56,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $750,000
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Structure Number: 41558,  Location: 1 MI.W.OF EAST FREEDOM (Lat: 40.354142,  Lng: -78.447461),  Route carried "on" structure: State highway 164,  Year Built: 2001,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,204 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,118 (year 2032),  Design Load: HL 93,  Features Intersected: SOUTH DRY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.840,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  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: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 48 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: 4608,  Location: 1.5 MILE NORTH OF MCKEE (Lat: 40.373472,  Lng: -78.423153),  Route carried "on" structure: State highway 36,  Year Built: 2010,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 6,269 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,293 (year 2032),  Design Load: HL 93,  Features Intersected: HALTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.905,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 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: 46159,  Location: 1.2 MILE SOUTH OF CATFISH (Lat: 40.377114,  Lng: -78.419789),  Route carried "on" structure: State highway 36,  Year Built: 2010,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 6,269 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,293 (year 2032),  Design Load: HL 93,  Features Intersected: FRANKSTOWN BR JUNIATA R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.388,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 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: Equal to present desirable 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 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: 5568,  Location: 1 MI.S.OF EAST FREEDOM (Lat: 40.338392,  Lng: -78.429647),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 1993),  Features Intersected: T349,  Facility Carried by Structure: I-99 / US 220 NBL
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 5569,  Location: .5 MI.S.OF EAST FREEDOM (Lat: 40.343094,  Lng: -78.432022),  Route carried "under" structure: US 220B,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 5,688 (year 2020),  Truck Traffic: 10%,  Features Intersected: SR 3013,C-101,RR,JUN RIV,  Facility Carried by Structure: I-99 / US 220 NBL
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 9.833,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 5569,  Location: .5 MI.S.OF EAST FREEDOM (Lat: 40.343094,  Lng: -78.432022),  Route carried "under" structure: County highway ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2004),  Features Intersected: SR 3013,C-101,RR,JUN RIV,  Facility Carried by Structure: I-99 / US 220 NBL
Minimum Vertical Clearance: 8.26m (27.10ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 557,  Location: 1 MI.S.OF EAST FREEDOM (Lat: 40.338539,  Lng: -78.430006),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 1993),  Features Intersected: T349,  Facility Carried by Structure: I-99 / US 220 SBL
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 5571,  Location: 0.5MI.S.OF EAST FREEDOM (Lat: 40.343517,  Lng: -78.432469),  Route carried "under" structure: County highway ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2004),  Features Intersected: SR 3013,C-101,RR,JUN.RIV,  Facility Carried by Structure: I-99 / US 220 SBL
Minimum Vertical Clearance: 7.89m (25.89ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 5571,  Location: 0.5MI.S.OF EAST FREEDOM (Lat: 40.343517,  Lng: -78.432469),  Route carried "under" structure: US 220B,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 5,688 (year 2020),  Truck Traffic: 10%,  Features Intersected: SR 3013,C-101,RR,JUN.RIV,  Facility Carried by Structure: I-99 / US 220 SBL
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 9.833,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 5573,  Location: EAST FREEDOM (Lat: 40.356825,  Lng: -78.433892),  Route carried "under" structure: State highway 164,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 1,204 (year 2020),  Truck Traffic: 13%,  Features Intersected: PA 164 & SOUTH DRY RUN,  Facility Carried by Structure: I-99 / US 220 NBL
Minimum Vertical Clearance: 7.03m (23.06ft),  Kilometerpoint: 14.536,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 5574,  Location: EAST FREEDOM (Lat: 40.356603,  Lng: -78.434106),  Route carried "under" structure: State highway 164,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 1,204 (year 2020),  Truck Traffic: 13%,  Features Intersected: PA 164 & SOUTH DRY RUN,  Facility Carried by Structure: I-99 / US 220 SBL
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 14.536,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 5576,  Location: 1 MI.S.OF NEWRY (Lat: 40.380108,  Lng: -78.434300),  Route carried "under" structure: US 220B,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 8,565 (year 2020),  Truck Traffic: 17%,  Features Intersected: SR 3013,  Facility Carried by Structure: I-99 / US 220 NBL
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 13.266,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 6026,  Location: 2 MI.S.OF NEWRY (Lat: 40.369572,  Lng: -78.436158),  Route carried "under" structure: Interstate 99,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 10,325 (year 2021),  Truck Traffic: 15%,  Features Intersected: I-99 / US 220,  Facility Carried by Structure: SR 8025 @ EXIT 23
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 13.045,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 6026,  Location: 2 MI.S.OF NEWRY (Lat: 40.369572,  Lng: -78.436158),  Route carried "under" structure: Interstate 99,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 5,576 (year 2021),  Truck Traffic: 20%,  Features Intersected: I-99 / US 220,  Facility Carried by Structure: SR 8025 @ EXIT 23
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 13.021,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 33.2m (108.9ft)

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