Bridge Statistics for Laflin, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 187ft / 57.4mTotal length
- $6,518,000Total costs
- 290,470Total average daily traffic
- 47,633Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Laflin
- No street view available for this location
- New bridges - historical statistics
- 31940-1949
- 21950-1959
- 71960-1969
- 11980-1989
- 102010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 11990-1999
- 12000-2009
- 32010-2019
- Bridge Condition - Deck
- 25.0%Very good
- 50.0%Good
- 12.5%Satisfactory
- 6.3%Fair
- 6.3%Poor
- Bridge Condition - Superstructure
- 25.0%Very good
- 25.0%Good
- 12.5%Satisfactory
- 37.5%Fair
- Bridge Condition - Substructure
- 12.5%Very good
- 31.3%Good
- 25.0%Satisfactory
- 31.3%Fair
- Bridge Condition - Channel
- 11.1%Very good
- 33.3%Good
- 22.2%Satisfactory
- 33.3%Poor
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Structure Number: 2375, Location: I-81 NB OVER TWP RD 351 (Lat: 41.279022, Lng: -75.793017), Route carried "on" structure: Interstate 81, Year Built: 1963, Year Reconstructed: 2015, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 28,762 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 35,716 (year 2032), Design Load: HL 93, Features Intersected: TWP RD 351 SUNSET DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.669, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 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: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $100,000, Total Project Cost: $356,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2375, Location: I-81 NB OVER TWP RD 351 (Lat: 41.279022, Lng: -75.793017), Route carried "on" structure: Interstate 81, Year Built: 1963, Year Reconstructed: 2015, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 28,762 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 35,716 (year 2032), Design Load: HL 93, Features Intersected: TWP RD 351 SUNSET DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.669, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 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: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $100,000, Total Project Cost: $356,000, 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: 23751, Location: I-81 SB OVER TWP RD 351 (Lat: 41.279244, Lng: -75.793389), Route carried "on" structure: Interstate 81, Year Built: 1963, Year Reconstructed: 2015, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 30,533 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 37,323 (year 2032), Design Load: HL 93, Features Intersected: TWP RD 351 SUNSET DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.925, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 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: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $103,000, Total Project Cost: $473,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23751, Location: I-81 SB OVER TWP RD 351 (Lat: 41.279244, Lng: -75.793389), Route carried "on" structure: Interstate 81, Year Built: 1963, Year Reconstructed: 2015, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 30,533 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 37,323 (year 2032), Design Load: HL 93, Features Intersected: TWP RD 351 SUNSET DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.925, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 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: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $103,000, Total Project Cost: $473,000, 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: 23753, Location: LAFLIN BORO .5 M S EX#175 (Lat: 41.292881, Lng: -75.778344), Route carried "on" structure: Interstate 81, Year Built: 1963, Year Reconstructed: 2010, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 28,762 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 35,716 (year 2032), Design Load: HS 20+Mod, Features Intersected: READING BLUEMT& NORTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.302, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 73.5 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $222,000, Total Project Cost: $1,016,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23753, Location: LAFLIN BORO .5 M S EX#175 (Lat: 41.292881, Lng: -75.778344), Route carried "on" structure: Interstate 81, Year Built: 1963, Year Reconstructed: 2010, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 28,762 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 35,716 (year 2032), Design Load: HS 20+Mod, Features Intersected: READING BLUEMT& NORTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.302, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 73.5 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $222,000, Total Project Cost: $1,016,000, 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: 23755, Location: LAFLIN BORO .6 M S EX#175 (Lat: 41.293325, Lng: -75.778328), Route carried "on" structure: Interstate 81, Year Built: 1963, Year Reconstructed: 2009, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 30,533 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 37,323 (year 2032), Design Load: HS 20+Mod, Features Intersected: READING BLUEMT& NORTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.550, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), 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: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $144,000, Total Project Cost: $660,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23755, Location: LAFLIN BORO .6 M S EX#175 (Lat: 41.293325, Lng: -75.778328), Route carried "on" structure: Interstate 81, Year Built: 1963, Year Reconstructed: 2009, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 30,533 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 37,323 (year 2032), Design Load: HS 20+Mod, Features Intersected: READING BLUEMT& NORTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.550, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), 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: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $144,000, Total Project Cost: $660,000, 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: 23914, Location: LAFLIN BORO JCT SR 2039 (Lat: 41.289169, Lng: -75.783714), Route carried "on" structure: State highway 315, Year Built: 1963, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 16,372 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 21,860 (year 2032), Design Load: HS 20, Features Intersected: GARDNERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.210, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $271,000, Total Project Cost: $485,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 23914, Location: LAFLIN BORO JCT SR 2039 (Lat: 41.289169, Lng: -75.783714), Route carried "on" structure: State highway 315, Year Built: 1963, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 16,372 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 21,860 (year 2032), Design Load: HS 20, Features Intersected: GARDNERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.210, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $271,000, Total Project Cost: $485,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23916, Location: LAFLIN BORO JCT SR 2017 (Lat: 41.294594, Lng: -75.778158), Route carried "on" structure: State highway 315, Year Built: 1984, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 13,681 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 20,666 (year 2032), Design Load: HS 20, Features Intersected: READING BLUEMT& NORTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.938, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), 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: 23916, Location: LAFLIN BORO JCT SR 2017 (Lat: 41.294594, Lng: -75.778158), Route carried "on" structure: State highway 315, Year Built: 1984, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 13,681 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 20,666 (year 2032), Design Load: HS 20, Features Intersected: READING BLUEMT& NORTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.938, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), 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
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Structure Number: 24105, Location: PLAINS TWP .1 M W SR 2039 (Lat: 41.266058, Lng: -75.783781), Route carried "on" structure: State highway , Year Built: 1947, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,191 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,450 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: SR 2020
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.384, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $100,000, Total Project Cost: $238,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24105, Location: PLAINS TWP .1 M W SR 2039 (Lat: 41.266058, Lng: -75.783781), Route carried "on" structure: State highway , Year Built: 1947, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,191 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,450 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: SR 2020
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.384, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $100,000, Total Project Cost: $238,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2411, Location: LAFLIN BO .1 M E SR 2015 (Lat: 41.289881, Lng: -75.804864), Route carried "on" structure: State highway , Year Built: 1946, Year Reconstructed: 1992, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,164 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 4,035 (year 2032), Design Load: HS 20, Features Intersected: GARDNERS CREEK, Facility Carried by Structure: SR 2026
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Poor, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2411, Location: LAFLIN BO .1 M E SR 2015 (Lat: 41.289881, Lng: -75.804864), Route carried "on" structure: State highway , Year Built: 1946, Year Reconstructed: 1992, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 3,164 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 4,035 (year 2032), Design Load: HS 20, Features Intersected: GARDNERS CREEK, Facility Carried by Structure: SR 2026
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Poor, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 24133, Location: JENKINS TWP .3 M S TR 315 (Lat: 41.285417, Lng: -75.781069), Route carried "on" structure: State highway , Year Built: 1941, Year Reconstructed: 1985, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 635 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 324 (year 2032), Design Load: HS 20, Features Intersected: GARDNERS CREEK, Facility Carried by Structure: SR 2039
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.143, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $10,000, Total Project Cost: $45,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24133, Location: JENKINS TWP .3 M S TR 315 (Lat: 41.285417, Lng: -75.781069), Route carried "on" structure: State highway , Year Built: 1941, Year Reconstructed: 1985, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 635 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 324 (year 2032), Design Load: HS 20, Features Intersected: GARDNERS CREEK, Facility Carried by Structure: SR 2039
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.143, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $10,000, Total Project Cost: $45,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24483, Location: 1 MI EAST OF LAUREL RUN (Lat: 41.253847, Lng: -75.767836), Route carried "on" structure: Interstate 476, Year Built: 1957, Year Reconstructed: 1990, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 10,700 (year 2004), Truck Traffic: 23%, Average Future Daily Traffic: 14,761 (year 2030), Design Load: HS 20, Features Intersected: MILL CREEK, SR2036
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.20m (36.75ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $708,000, Total Project Cost: $3,245,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24483, Location: 1 MI EAST OF LAUREL RUN (Lat: 41.253847, Lng: -75.767836), Route carried "on" structure: Interstate 476, Year Built: 1957, Year Reconstructed: 1990, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 10,700 (year 2004), Truck Traffic: 23%, Average Future Daily Traffic: 14,761 (year 2030), Design Load: HS 20, Features Intersected: MILL CREEK, SR2036
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.20m (36.75ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $708,000, Total Project Cost: $3,245,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 47755, Location: JENKINS TWP .4 M S TR 315 (Lat: 41.283606, Lng: -75.780131), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 635 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 939 (year 2033), Design Load: HL 93, Features Intersected: GARDNERS CREEK, Facility Carried by Structure: SR2039 WSTMNSTR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.143, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.3 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: 35.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47755, Location: JENKINS TWP .4 M S TR 315 (Lat: 41.283606, Lng: -75.780131), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 635 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 939 (year 2033), Design Load: HL 93, Features Intersected: GARDNERS CREEK, Facility Carried by Structure: SR2039 WSTMNSTR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.143, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.3 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: 35.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 52526, Location: LAFLIN BORO OVER SR 2017 (Lat: 41.295478, Lng: -75.775425), Route carried "on" structure: Interstate 81, Year Built: 2015, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 28,762 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 34,265 (year 2032), Design Load: HL 93, Features Intersected: SR 2017 OLD BOSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.114, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.9 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: 38.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52526, Location: LAFLIN BORO OVER SR 2017 (Lat: 41.295478, Lng: -75.775425), Route carried "on" structure: Interstate 81, Year Built: 2015, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 28,762 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 34,265 (year 2032), Design Load: HL 93, Features Intersected: SR 2017 OLD BOSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.114, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.9 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: 38.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 52528, Location: LAFLIN BORO OVER SR 2017 (Lat: 41.295656, Lng: -75.775717), Route carried "on" structure: Interstate 81, Year Built: 2015, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 30,533 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 35,806 (year 2035), Design Load: HL 93, Features Intersected: SR 2017 OLD BOSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.363, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.9 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: 38.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52528, Location: LAFLIN BORO OVER SR 2017 (Lat: 41.295656, Lng: -75.775717), Route carried "on" structure: Interstate 81, Year Built: 2015, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 30,533 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 35,806 (year 2035), Design Load: HL 93, Features Intersected: SR 2017 OLD BOSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.363, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.9 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: 38.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 53652, Location: LAFLIN BORO OVER SR 2039 (Lat: 41.288194, Lng: -75.783864), Route carried "on" structure: Interstate 81, Year Built: 2016, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 28,762 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 34,851 (year 2036), Design Load: HL 93, Features Intersected: SR 2039 & GARDNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.302, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 70.0 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: 39.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53652, Location: LAFLIN BORO OVER SR 2039 (Lat: 41.288194, Lng: -75.783864), Route carried "on" structure: Interstate 81, Year Built: 2016, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 28,762 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 34,851 (year 2036), Design Load: HL 93, Features Intersected: SR 2039 & GARDNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.302, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 70.0 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: 39.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 53704, Location: LAFLIN BORO OVER SR 2039 (Lat: 41.288667, Lng: -75.783536), Route carried "on" structure: Interstate 81, Year Built: 2016, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 30,533 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 37,323 (year 2032), Design Load: HL 93, Features Intersected: SR 2039 & GARDNERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.550, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.0 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: 39.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53704, Location: LAFLIN BORO OVER SR 2039 (Lat: 41.288667, Lng: -75.783536), Route carried "on" structure: Interstate 81, Year Built: 2016, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 30,533 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 37,323 (year 2032), Design Load: HL 93, Features Intersected: SR 2039 & GARDNERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.550, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.0 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: 39.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 55948, Location: LAFLIN BORO 286' N SR2026 (Lat: 41.289514, Lng: -75.806611), Route carried "on" structure: State highway , Year Built: 2018, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,446 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 2,101 (year 2038), Design Load: HL 93, Features Intersected: GARDNERS CREEK, Facility Carried by Structure: SR 2015
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 52.8 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: 39.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 55948, Location: LAFLIN BORO 286' N SR2026 (Lat: 41.289514, Lng: -75.806611), Route carried "on" structure: State highway , Year Built: 2018, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,446 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 2,101 (year 2038), Design Load: HL 93, Features Intersected: GARDNERS CREEK, Facility Carried by Structure: SR 2015
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 52.8 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: 39.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2375, Location: I-81 NB OVER TWP RD 351 (Lat: 41.279022, Lng: -75.793017), Route carried "under" structure: City street , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Truck Traffic: 1%, Features Intersected: TWP RD 351 SUNSET DRIVE, Facility Carried by Structure: I-81 NB
Minimum Vertical Clearance: 7.11m (23.33ft), 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: 13.4m (44.0ft)
Structure Number: 2375, Location: I-81 NB OVER TWP RD 351 (Lat: 41.279022, Lng: -75.793017), Route carried "under" structure: City street , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Truck Traffic: 1%, Features Intersected: TWP RD 351 SUNSET DRIVE, Facility Carried by Structure: I-81 NB
Minimum Vertical Clearance: 7.11m (23.33ft), 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: 13.4m (44.0ft)
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Structure Number: 23751, Location: I-81 SB OVER TWP RD 351 (Lat: 41.279244, Lng: -75.793389), Route carried "under" structure: City street , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Truck Traffic: 1%, Features Intersected: TWP RD 351 SUNSET DRIVE, Facility Carried by Structure: I-81 SB
Minimum Vertical Clearance: 5.01m (16.44ft), 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: 13.4m (44.0ft)
Structure Number: 23751, Location: I-81 SB OVER TWP RD 351 (Lat: 41.279244, Lng: -75.793389), Route carried "under" structure: City street , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 200 (year 1992), Truck Traffic: 1%, Features Intersected: TWP RD 351 SUNSET DRIVE, Facility Carried by Structure: I-81 SB
Minimum Vertical Clearance: 5.01m (16.44ft), 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: 13.4m (44.0ft)
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Structure Number: 24483, Location: 1 MI EAST OF LAUREL RUN (Lat: 41.253847, Lng: -75.767836), Route carried "under" structure: State highway , Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 224 (year 2022), Truck Traffic: 7%, Features Intersected: MILL CREEK, SR2036, Facility Carried by Structure: PA TPK (I-476)
Minimum Vertical Clearance: 23.14m (75.92ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 34.4m (112.9ft)
Structure Number: 24483, Location: 1 MI EAST OF LAUREL RUN (Lat: 41.253847, Lng: -75.767836), Route carried "under" structure: State highway , Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 224 (year 2022), Truck Traffic: 7%, Features Intersected: MILL CREEK, SR2036, Facility Carried by Structure: PA TPK (I-476)
Minimum Vertical Clearance: 23.14m (75.92ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 34.4m (112.9ft)
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Structure Number: 52526, Location: LAFLIN BORO OVER SR 2017 (Lat: 41.295478, Lng: -75.775425), Route carried "under" structure: State highway , Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 1,286 (year 2020), Truck Traffic: 5%, Features Intersected: SR 2017 OLD BOSTON ROAD, Facility Carried by Structure: I-81 NB
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 52526, Location: LAFLIN BORO OVER SR 2017 (Lat: 41.295478, Lng: -75.775425), Route carried "under" structure: State highway , Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 1,286 (year 2020), Truck Traffic: 5%, Features Intersected: SR 2017 OLD BOSTON ROAD, Facility Carried by Structure: I-81 NB
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 52528, Location: LAFLIN BORO OVER SR 2017 (Lat: 41.295656, Lng: -75.775717), Route carried "under" structure: State highway , Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 1,286 (year 2020), Truck Traffic: 5%, Features Intersected: SR 2017 OLD BOSTON ROAD, Facility Carried by Structure: I -81 SB
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 52528, Location: LAFLIN BORO OVER SR 2017 (Lat: 41.295656, Lng: -75.775717), Route carried "under" structure: State highway , Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 1,286 (year 2020), Truck Traffic: 5%, Features Intersected: SR 2017 OLD BOSTON ROAD, Facility Carried by Structure: I -81 SB
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 53652, Location: LAFLIN BORO OVER SR 2039 (Lat: 41.288194, Lng: -75.783864), Route carried "under" structure: State highway , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 635 (year 2022), Truck Traffic: 6%, Features Intersected: SR 2039 & GARDNER CREEK, Facility Carried by Structure: SR 0081 I-81 NB
Minimum Vertical Clearance: 9.42m (30.91ft), Kilometerpoint: 8.143, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft)
Structure Number: 53652, Location: LAFLIN BORO OVER SR 2039 (Lat: 41.288194, Lng: -75.783864), Route carried "under" structure: State highway , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 635 (year 2022), Truck Traffic: 6%, Features Intersected: SR 2039 & GARDNER CREEK, Facility Carried by Structure: SR 0081 I-81 NB
Minimum Vertical Clearance: 9.42m (30.91ft), Kilometerpoint: 8.143, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft)
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Structure Number: 53704, Location: LAFLIN BORO OVER SR 2039 (Lat: 41.288667, Lng: -75.783536), Route carried "under" structure: State highway , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 635 (year 2022), Truck Traffic: 6%, Features Intersected: SR 2039 & GARDNERS CREEK, Facility Carried by Structure: SR 0081 I-81 SB
Minimum Vertical Clearance: 10.24m (33.60ft), Kilometerpoint: 8.143, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft)
Structure Number: 53704, Location: LAFLIN BORO OVER SR 2039 (Lat: 41.288667, Lng: -75.783536), Route carried "under" structure: State highway , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 635 (year 2022), Truck Traffic: 6%, Features Intersected: SR 2039 & GARDNERS CREEK, Facility Carried by Structure: SR 0081 I-81 SB
Minimum Vertical Clearance: 10.24m (33.60ft), Kilometerpoint: 8.143, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft)