Bridge Statistics for Loganton, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 95ft / 28.6mTotal length
- $3,196,000Total costs
- 103,065Total average daily traffic
- 39,721Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Loganton
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 121960-1969
- 11970-1979
- 12000-2009
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 41980-1989
- 11990-1999
- Bridge Condition - Deck
- 10.0%Very good
- 40.0%Good
- 10.0%Satisfactory
- 30.0%Fair
- 10.0%Serious
- Bridge Condition - Superstructure
- 20.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- 10.0%Serious
- Bridge Condition - Substructure
- 20.0%Very good
- 30.0%Good
- 20.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Channel
- 14.3%Very good
- 28.6%Good
- 42.9%Satisfactory
- 14.3%Fair
Find on map >> Show street view
Structure Number: 9005, Location: PARRYVILLE BORO LINE (Lat: 40.815881, Lng: -75.672258), Route carried "on" structure: State highway 248, Year Built: 1962, Year Reconstructed: 1998, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 16,567 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 21,433 (year 2032), Design Load: HS 20, Features Intersected: POHOPOCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.279, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 42.6 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $295,000, Total Project Cost: $1,353,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9005, Location: PARRYVILLE BORO LINE (Lat: 40.815881, Lng: -75.672258), Route carried "on" structure: State highway 248, Year Built: 1962, Year Reconstructed: 1998, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 16,567 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 21,433 (year 2032), Design Load: HS 20, Features Intersected: POHOPOCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.279, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 42.6 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $295,000, Total Project Cost: $1,353,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 9008, Location: PA.248 OVER DELAWARE AVE. (Lat: 40.797244, Lng: -75.619958), Route carried "on" structure: State highway 248, Year Built: 1962, Year Reconstructed: 1983, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 23,146 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 30,432 (year 2032), Design Load: HS 20, Features Intersected: SR 2002 (APPL.1461)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.040, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9008, Location: PA.248 OVER DELAWARE AVE. (Lat: 40.797244, Lng: -75.619958), Route carried "on" structure: State highway 248, Year Built: 1962, Year Reconstructed: 1983, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 23,146 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 30,432 (year 2032), Design Load: HS 20, Features Intersected: SR 2002 (APPL.1461)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.040, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 12023, Location: 2 MI W EXIT 185 (Lat: 41.052489, Lng: -77.351581), Route carried "on" structure: Interstate 80, Year Built: 1968, Year Reconstructed: 1994, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 10,931 (year 2021), Truck Traffic: 74%, Average Future Daily Traffic: 19,801 (year 2040), Design Load: HS 20, Features Intersected: MT RIANSARES FORESTRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.708, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.6 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $248,000, Total Project Cost: $531,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12023, Location: 2 MI W EXIT 185 (Lat: 41.052489, Lng: -77.351581), Route carried "on" structure: Interstate 80, Year Built: 1968, Year Reconstructed: 1994, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 10,931 (year 2021), Truck Traffic: 74%, Average Future Daily Traffic: 19,801 (year 2040), Design Load: HS 20, Features Intersected: MT RIANSARES FORESTRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.708, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.6 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $248,000, Total Project Cost: $531,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 12025, Location: 2 MI W EXIT 185 (Lat: 41.053831, Lng: -77.351219), Route carried "on" structure: Interstate 80, Year Built: 1968, Year Reconstructed: 1994, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 11,059 (year 2021), Truck Traffic: 77%, Average Future Daily Traffic: 17,613 (year 2040), Design Load: HS 20, Features Intersected: MT RIANSARES FORESTRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.706, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.6 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $250,000, Total Project Cost: $608,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12025, Location: 2 MI W EXIT 185 (Lat: 41.053831, Lng: -77.351219), Route carried "on" structure: Interstate 80, Year Built: 1968, Year Reconstructed: 1994, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 11,059 (year 2021), Truck Traffic: 77%, Average Future Daily Traffic: 17,613 (year 2040), Design Load: HS 20, Features Intersected: MT RIANSARES FORESTRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.706, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.6 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $250,000, Total Project Cost: $608,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 12029, Location: 1 MI W EXIT 185 (Lat: 41.048800, Lng: -77.329678), Route carried "on" structure: Interstate 80, Year Built: 1968, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 11,059 (year 2021), Truck Traffic: 77%, Average Future Daily Traffic: 17,613 (year 2040), Design Load: HS 20, Features Intersected: PEPPER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.332, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 12029, Location: 1 MI W EXIT 185 (Lat: 41.048800, Lng: -77.329678), Route carried "on" structure: Interstate 80, Year Built: 1968, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 11,059 (year 2021), Truck Traffic: 77%, Average Future Daily Traffic: 17,613 (year 2040), Design Load: HS 20, Features Intersected: PEPPER RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.332, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Find on map >> Show street view
Structure Number: 12032, Location: EXIT 185 LOGANTON INTER (Lat: 41.050331, Lng: -77.307908), Route carried "on" structure: Interstate 80, Year Built: 1966, Year Reconstructed: 1992, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 9,892 (year 2021), Truck Traffic: 56%, Average Future Daily Traffic: 19,801 (year 2040), Design Load: HS 20, Features Intersected: SR 477-PA 477
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.895, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 94.3 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: Better than 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: September 2020, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $250,000, Total Project Cost: $338,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12032, Location: EXIT 185 LOGANTON INTER (Lat: 41.050331, Lng: -77.307908), Route carried "on" structure: Interstate 80, Year Built: 1966, Year Reconstructed: 1992, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 9,892 (year 2021), Truck Traffic: 56%, Average Future Daily Traffic: 19,801 (year 2040), Design Load: HS 20, Features Intersected: SR 477-PA 477
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.895, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 94.3 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: Better than 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: September 2020, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $250,000, Total Project Cost: $338,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 12034, Location: EXIT 185 LOGANTON INTER (Lat: 41.050678, Lng: -77.307975), Route carried "on" structure: Interstate 80, Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 10,208 (year 2021), Truck Traffic: 56%, Average Future Daily Traffic: 17,613 (year 2040), Design Load: HS 20, Features Intersected: SR 477-PA 477
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.886, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12034, Location: EXIT 185 LOGANTON INTER (Lat: 41.050678, Lng: -77.307975), Route carried "on" structure: Interstate 80, Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 10,208 (year 2021), Truck Traffic: 56%, Average Future Daily Traffic: 17,613 (year 2040), Design Load: HS 20, Features Intersected: SR 477-PA 477
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.886, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1225, Location: 1/2 MI NORTH LOGANTON (Lat: 41.046231, Lng: -77.309200), Route carried "on" structure: Spur State highway 477, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,806 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 2,509 (year 2040), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.625, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 1225, Location: 1/2 MI NORTH LOGANTON (Lat: 41.046231, Lng: -77.309200), Route carried "on" structure: Spur State highway 477, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,806 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 2,509 (year 2040), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.625, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Find on map >> Show street view
Structure Number: 12396, Location: 1.9 MI. WEST OF LOGANTON (Lat: 41.020058, Lng: -77.337808), Route carried "on" structure: City street , Year Built: 1925, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 39 (year 2043), Design Load: HS 20, Features Intersected: FISHING CREEK, Facility Carried by Structure: T-350
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $250,000, Total Project Cost: $366,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 12396, Location: 1.9 MI. WEST OF LOGANTON (Lat: 41.020058, Lng: -77.337808), Route carried "on" structure: City street , Year Built: 1925, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 39 (year 2043), Design Load: HS 20, Features Intersected: FISHING CREEK, Facility Carried by Structure: T-350
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $250,000, Total Project Cost: $366,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 12397, Location: 2.4 MI. EAST OF LOGANTON (Lat: 41.037442, Lng: -77.260544), Route carried "on" structure: City street , Year Built: 1975, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2043), Design Load: HS 20, Features Intersected: FISHING CREEK, Facility Carried by Structure: T-352
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12397, Location: 2.4 MI. EAST OF LOGANTON (Lat: 41.037442, Lng: -77.260544), Route carried "on" structure: City street , Year Built: 1975, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2043), Design Load: HS 20, Features Intersected: FISHING CREEK, Facility Carried by Structure: T-352
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 42909, Location: BOONEVILLE (Lat: 41.015644, Lng: -77.357583), Route carried "on" structure: State highway , Year Built: 2005, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 266 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 295 (year 2040), Design Load: HL 93, Features Intersected: BIG FISHING CREEK, Facility Carried by Structure: ON TSR 347
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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 86.2 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42909, Location: BOONEVILLE (Lat: 41.015644, Lng: -77.357583), Route carried "on" structure: State highway , Year Built: 2005, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 266 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 295 (year 2040), Design Load: HL 93, Features Intersected: BIG FISHING CREEK, Facility Carried by Structure: ON TSR 347
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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 86.2 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 68564, Location: LOGANTON BORO (Lat: 41.028656, Lng: -77.306361), Route carried "on" structure: State highway 477, Year Built: 2021, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 944 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 1,418 (year 2041), Design Load: HL 93, Features Intersected: FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.702, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 68564, Location: LOGANTON BORO (Lat: 41.028656, Lng: -77.306361), Route carried "on" structure: State highway 477, Year Built: 2021, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 944 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 1,418 (year 2041), Design Load: HL 93, Features Intersected: FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.702, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 12023, Location: 2 MI W EXIT 185 (Lat: 41.052489, Lng: -77.351581), Route carried "under" structure: State lands road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Truck Traffic: 1%, Features Intersected: MT RIANSARES FORESTRY RD, Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 11.6m (38.1ft)
Structure Number: 12023, Location: 2 MI W EXIT 185 (Lat: 41.052489, Lng: -77.351581), Route carried "under" structure: State lands road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Truck Traffic: 1%, Features Intersected: MT RIANSARES FORESTRY RD, Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 11.6m (38.1ft)
Find on map >> Show street view
Structure Number: 12025, Location: 2 MI W EXIT 185 (Lat: 41.053831, Lng: -77.351219), Route carried "under" structure: State lands road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Truck Traffic: 1%, Features Intersected: MT RIANSARES FORESTRY RD, Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 11.9m (39.0ft)
Structure Number: 12025, Location: 2 MI W EXIT 185 (Lat: 41.053831, Lng: -77.351219), Route carried "under" structure: State lands road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Truck Traffic: 1%, Features Intersected: MT RIANSARES FORESTRY RD, Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 11.9m (39.0ft)
Find on map >> Show street view
Structure Number: 12032, Location: EXIT 185 LOGANTON INTER (Lat: 41.050331, Lng: -77.307908), Route carried "under" structure: Spur State highway 477, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,806 (year 2021), Truck Traffic: 15%, Features Intersected: SR 477-PA 477, Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 16.625, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 12032, Location: EXIT 185 LOGANTON INTER (Lat: 41.050331, Lng: -77.307908), Route carried "under" structure: Spur State highway 477, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,806 (year 2021), Truck Traffic: 15%, Features Intersected: SR 477-PA 477, Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 16.625, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 13.1m (43.0ft)
Find on map >> Show street view
Structure Number: 12034, Location: EXIT 185 LOGANTON INTER (Lat: 41.050678, Lng: -77.307975), Route carried "under" structure: Spur State highway 477, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,806 (year 2021), Truck Traffic: 15%, Features Intersected: SR 477-PA 477, Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 4.61m (15.12ft), Kilometerpoint: 16.625, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 12034, Location: EXIT 185 LOGANTON INTER (Lat: 41.050678, Lng: -77.307975), Route carried "under" structure: Spur State highway 477, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,806 (year 2021), Truck Traffic: 15%, Features Intersected: SR 477-PA 477, Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 4.61m (15.12ft), Kilometerpoint: 16.625, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 13.1m (43.0ft)