Bridge Statistics for Davidsville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 89ft / 26.6mTotal length
- $12,203,000Total costs
- 53,840Total average daily traffic
- 5,860Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Davidsville
- No street view available for this location
- Bridge Condition - Deck
- 60.0%Good
- 40.0%Satisfactory
- Bridge Condition - Superstructure
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
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Structure Number: 31424, Location: OVER PA 403 (Lat: 40.219608, Lng: -78.936289), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2011, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 6,845 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 7,884 (year 2032), Design Load: HS 20, Features Intersected: PA 403
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.594, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 14.2m (46.6ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum 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: July 2021, Bridge Improvement Cost: $403,000, Roadway Improvement Cost: $1,186,000, Total Project Cost: $4,940,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 31424, Location: OVER PA 403 (Lat: 40.219608, Lng: -78.936289), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2011, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 6,845 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 7,884 (year 2032), Design Load: HS 20, Features Intersected: PA 403
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.594, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 14.2m (46.6ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum 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: July 2021, Bridge Improvement Cost: $403,000, Roadway Improvement Cost: $1,186,000, Total Project Cost: $4,940,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 31425, Location: OVER PA 403 (Lat: 40.220011, Lng: -78.936319), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2011, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 6,960 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 7,821 (year 2032), Design Load: HS 20, Features Intersected: PA 403
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.699, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), 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: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $804,000, Total Project Cost: $3,397,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 31425, Location: OVER PA 403 (Lat: 40.220011, Lng: -78.936319), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2011, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 6,960 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 7,821 (year 2032), Design Load: HS 20, Features Intersected: PA 403
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.699, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), 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: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $804,000, Total Project Cost: $3,397,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 31426, Location: 0.4 MILE NORTH OF TR 403 (Lat: 40.224114, Lng: -78.930822), Route carried "on" structure: State highway , Year Built: 1969, Year Reconstructed: 2011, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 443 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 651 (year 2032), Design Load: HS 20, Features Intersected: US 219, Facility Carried by Structure: T769 E. CAMPUS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.6 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.80m (32.15ft), 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
Structure Number: 31426, Location: 0.4 MILE NORTH OF TR 403 (Lat: 40.224114, Lng: -78.930822), Route carried "on" structure: State highway , Year Built: 1969, Year Reconstructed: 2011, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 443 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 651 (year 2032), Design Load: HS 20, Features Intersected: US 219, Facility Carried by Structure: T769 E. CAMPUS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.6 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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.80m (32.15ft), 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
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Structure Number: 31427, Location: OVER SR4039,E DAVIDSVILLE (Lat: 40.231564, Lng: -78.917725), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2011, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 6,845 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 7,884 (year 2032), Design Load: HS 20, Features Intersected: SR 4039
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.176, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, 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: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 57.2 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $457,000, Total Project Cost: $1,933,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 31427, Location: OVER SR4039,E DAVIDSVILLE (Lat: 40.231564, Lng: -78.917725), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2011, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 6,845 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 7,884 (year 2032), Design Load: HS 20, Features Intersected: SR 4039
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.176, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, 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: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 57.2 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $457,000, Total Project Cost: $1,933,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 31428, Location: OVER SR 4039 (Lat: 40.231806, Lng: -78.917978), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2011, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 6,960 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 7,821 (year 2032), Design Load: HS 20, Features Intersected: SR 4039
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.237, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, 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: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.2 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $457,000, Total Project Cost: $1,933,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 31428, Location: OVER SR 4039 (Lat: 40.231806, Lng: -78.917978), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2011, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 6,960 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 7,821 (year 2032), Design Load: HS 20, Features Intersected: SR 4039
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.237, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, 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: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.2 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $457,000, Total Project Cost: $1,933,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 31424, Location: OVER PA 403 (Lat: 40.219608, Lng: -78.936289), Route carried "under" structure: State highway 403, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 2,805 (year 2020), Truck Traffic: 7%, Features Intersected: PA 403, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 16.967, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
Structure Number: 31424, Location: OVER PA 403 (Lat: 40.219608, Lng: -78.936289), Route carried "under" structure: State highway 403, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 2,805 (year 2020), Truck Traffic: 7%, Features Intersected: PA 403, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 16.967, Lanes on structure: 3, 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: 31424, Location: OVER PA 403 (Lat: 40.219608, Lng: -78.936289), Route carried "under" structure: State highway 403, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 2,949 (year 2020), Truck Traffic: 11%, Features Intersected: PA 403, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 16.967, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
Structure Number: 31424, Location: OVER PA 403 (Lat: 40.219608, Lng: -78.936289), Route carried "under" structure: State highway 403, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 2,949 (year 2020), Truck Traffic: 11%, Features Intersected: PA 403, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 16.967, Lanes on structure: 3, 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: 31425, Location: OVER PA 403 (Lat: 40.220011, Lng: -78.936319), Route carried "under" structure: State highway 403, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 2,805 (year 2020), Truck Traffic: 7%, Features Intersected: PA 403, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 16.967, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
Structure Number: 31425, Location: OVER PA 403 (Lat: 40.220011, Lng: -78.936319), Route carried "under" structure: State highway 403, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 2,805 (year 2020), Truck Traffic: 7%, Features Intersected: PA 403, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 16.967, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
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Structure Number: 31425, Location: OVER PA 403 (Lat: 40.220011, Lng: -78.936319), Route carried "under" structure: State highway 403, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 2,949 (year 2020), Truck Traffic: 11%, Features Intersected: PA 403, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 16.967, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
Structure Number: 31425, Location: OVER PA 403 (Lat: 40.220011, Lng: -78.936319), Route carried "under" structure: State highway 403, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 2,949 (year 2020), Truck Traffic: 11%, Features Intersected: PA 403, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 16.967, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
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Structure Number: 31426, Location: 0.4 MILE NORTH OF TR 403 (Lat: 40.224114, Lng: -78.930822), Route carried "under" structure: US 219, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 6,845 (year 2021), Truck Traffic: 11%, Features Intersected: US 219, Facility Carried by Structure: T769 E. CAMPUS AVE
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 65.317, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 31426, Location: 0.4 MILE NORTH OF TR 403 (Lat: 40.224114, Lng: -78.930822), Route carried "under" structure: US 219, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 6,845 (year 2021), Truck Traffic: 11%, Features Intersected: US 219, Facility Carried by Structure: T769 E. CAMPUS AVE
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 65.317, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 31426, Location: 0.4 MILE NORTH OF TR 403 (Lat: 40.224114, Lng: -78.930822), Route carried "under" structure: US 219, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 6,960 (year 2021), Truck Traffic: 12%, Features Intersected: US 219, Facility Carried by Structure: T769 E. CAMPUS AVE
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 65.368, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 31426, Location: 0.4 MILE NORTH OF TR 403 (Lat: 40.224114, Lng: -78.930822), Route carried "under" structure: US 219, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 6,960 (year 2021), Truck Traffic: 12%, Features Intersected: US 219, Facility Carried by Structure: T769 E. CAMPUS AVE
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 65.368, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 31427, Location: OVER SR4039,E DAVIDSVILLE (Lat: 40.231564, Lng: -78.917725), Route carried "under" structure: State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 237 (year 2022), Truck Traffic: 6%, Features Intersected: SR 4039, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 3.019, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 11.0m (36.1ft)
Structure Number: 31427, Location: OVER SR4039,E DAVIDSVILLE (Lat: 40.231564, Lng: -78.917725), Route carried "under" structure: State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 237 (year 2022), Truck Traffic: 6%, Features Intersected: SR 4039, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 3.019, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 11.0m (36.1ft)
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Structure Number: 31428, Location: OVER SR 4039 (Lat: 40.231806, Lng: -78.917978), Route carried "under" structure: State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 237 (year 2022), Truck Traffic: 6%, Features Intersected: SR 4039, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 3.019, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 11.0m (36.1ft)
Structure Number: 31428, Location: OVER SR 4039 (Lat: 40.231806, Lng: -78.917978), Route carried "under" structure: State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 237 (year 2022), Truck Traffic: 6%, Features Intersected: SR 4039, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 3.019, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 11.0m (36.1ft)