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


  • National Bridge Inventory (NBI) Statistics
  • 20Number of bridges
  • 135ft / 41.1mTotal length
  • $1,576,000Total costs
  • 100,601Total average daily traffic
  • 12,910Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Revloc
  • No street view available for this location

New bridges in Revloc, PA - historical statistics
  • New bridges - historical statistics
  • 61960-1969
  • 51970-1979
  • 81990-1999
  • 12000-2009
Reconstructed bridges in Revloc, PA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 52000-2009
  • 22010-2019
Average Bridge Daily Traffic in Revloc, PA
Average Bridge Truck Traffic in Revloc, PA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 12.5%Very good
  • 75.0%Good
  • 12.5%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 12.5%Good
  • 87.5%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 12.5%Very good
  • 50.0%Good
  • 37.5%Satisfactory
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Structure Number: 8469,  Location: OVER US 22 (Lat: 40.464156,  Lng: -78.763883),  Route carried "on" structure: US 219,  Year Built: 1966,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 4,635 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,522 (year 2032),  Design Load: HS 20,  Features Intersected: US 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.954,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 12 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: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 847,  Location: OVER US 22 (Lat: 40.463853,  Lng: -78.764250),  Route carried "on" structure: US 219,  Year Built: 1966,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 4,251 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,378 (year 2032),  Design Load: HS 20,  Features Intersected: US 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.912,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 12 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: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 8473,  Location: 0.7 MILE NORTH OF TR 22 (Lat: 40.474117,  Lng: -78.762614),  Route carried "on" structure: US 219,  Year Built: 1975,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 4,635 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,522 (year 2032),  Design Load: HS 20,  Features Intersected: SR 3034
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.100,  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: 3,  Length of Maximum Span: 20.4m (66.9ft),  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: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.30m (23.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 8475,  Location: 0.5 MILE SOUTH OF TR 422 (Lat: 40.483250,  Lng: -78.753361),  Route carried "on" structure: US 219,  Year Built: 1975,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 4,635 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,522 (year 2032),  Design Load: HS 20,  Features Intersected: RAILS TO TRAILS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.012,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  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: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.40m (17.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $58,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $788,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8477,  Location: 0.5 MILE SOUTH OF TR 422 (Lat: 40.483364,  Lng: -78.753808),  Route carried "on" structure: US 219,  Year Built: 1975,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 4,251 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,378 (year 2032),  Design Load: HS 20,  Features Intersected: RAILS TO TRAILS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.001,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.40m (17.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $58,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $788,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8478,  Location: OVER TR 422 (Lat: 40.489564,  Lng: -78.748308),  Route carried "on" structure: US 219,  Year Built: 1990,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 2,794 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 3,140 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: US 422 & SR 1036
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.224,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  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: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.00m (22.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 8479,  Location: OVER TR 422 (Lat: 40.489667,  Lng: -78.748714),  Route carried "on" structure: US 219,  Year Built: 1990,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 2,902 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 2,952 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: US 422
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.235,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  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: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019,  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: 45643,  Location: 3 MILE EAST OF NANTY GLO (Lat: 40.513417,  Lng: -78.754528),  Route carried "on" structure: State highway ,  Year Built: 2009,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 552 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 494 (year 2032),  Design Load: HL 93,  Features Intersected: S. BR. BLACKLICK CREEK,  Facility Carried by Structure: SR 3034
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.235,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  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: 8469,  Location: OVER US 22 (Lat: 40.464156,  Lng: -78.763883),  Route carried "under" structure: US 22,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 12,256 (year 2022),  Truck Traffic: 11%,  Features Intersected: US 22,  Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 15.976,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 8469,  Location: OVER US 22 (Lat: 40.464156,  Lng: -78.763883),  Route carried "under" structure: US 22,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 11,423 (year 2022),  Truck Traffic: 10%,  Features Intersected: US 22,  Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 15.997,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 847,  Location: OVER US 22 (Lat: 40.463853,  Lng: -78.764250),  Route carried "under" structure: US 22,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 11,423 (year 2022),  Truck Traffic: 10%,  Features Intersected: US 22,  Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 15.997,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 847,  Location: OVER US 22 (Lat: 40.463853,  Lng: -78.764250),  Route carried "under" structure: US 22,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 12,256 (year 2022),  Truck Traffic: 11%,  Features Intersected: US 22,  Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 15.976,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 8473,  Location: 0.7 MILE NORTH OF TR 22 (Lat: 40.474117,  Lng: -78.762614),  Route carried "under" structure: State highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 552 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 3034,  Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 10.36m (33.99ft),  Kilometerpoint: 7.324,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 8474,  Location: 0.7 MILE NORTH OF TR 22 (Lat: 40.473589,  Lng: -78.763469),  Route carried "under" structure: State highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 552 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 3034,  Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 12.80m (41.99ft),  Kilometerpoint: 7.324,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 8478,  Location: OVER TR 422 (Lat: 40.489564,  Lng: -78.748308),  Route carried "under" structure: US 422,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 4,235 (year 2020),  Truck Traffic: 21%,  Features Intersected: US 422 & SR 1036,  Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 13.152,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 8478,  Location: OVER TR 422 (Lat: 40.489564,  Lng: -78.748308),  Route carried "under" structure: US 422,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 4,249 (year 2020),  Truck Traffic: 18%,  Features Intersected: US 422 & SR 1036,  Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 13.168,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 8478,  Location: OVER TR 422 (Lat: 40.489564,  Lng: -78.748308),  Route carried "under" structure: State highway ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 3,258 (year 2020),  Truck Traffic: 8%,  Features Intersected: US 422 & SR 1036,  Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 8478,  Location: OVER TR 422 (Lat: 40.489564,  Lng: -78.748308),  Route carried "under" structure: State highway ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 3,258 (year 2020),  Truck Traffic: 8%,  Features Intersected: US 422 & SR 1036,  Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 8479,  Location: OVER TR 422 (Lat: 40.489667,  Lng: -78.748714),  Route carried "under" structure: US 422,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 4,235 (year 2020),  Truck Traffic: 21%,  Features Intersected: US 422,  Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 13.152,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 8479,  Location: OVER TR 422 (Lat: 40.489667,  Lng: -78.748714),  Route carried "under" structure: US 422,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 4,249 (year 2020),  Truck Traffic: 18%,  Features Intersected: US 422,  Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 13.168,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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