Bridge Statistics for Lime Ridge, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 561ft / 171mTotal length
- $5,624,000Total costs
- 242,253Total average daily traffic
- 78,494Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lime Ridge
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21940-1949
- 171960-1969
- 42000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 41980-1989
- 31990-1999
- 22000-2009
- Bridge Condition - Deck
- 25.0%Very good
- 50.0%Good
- 6.3%Satisfactory
- 18.8%Fair
- Bridge Condition - Superstructure
- 37.5%Very good
- 25.0%Good
- 37.5%Satisfactory
- Bridge Condition - Substructure
- 25.0%Very good
- 12.5%Good
- 43.8%Satisfactory
- 18.8%Fair
- Bridge Condition - Channel
- 20.0%Very good
- 20.0%Good
- 50.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Fair
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Structure Number: 12449, Location: 5 MILES EAST OF BLOOMSBRG (Lat: 41.022781, Lng: -76.372550), Route carried "on" structure: US 11, Year Built: 1949, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,823 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 18,812 (year 2032), Features Intersected: TRIB TO SUSQUEHANNA R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.869, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $50,000, Total Project Cost: $97,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 12449, Location: 5 MILES EAST OF BLOOMSBRG (Lat: 41.022781, Lng: -76.372550), Route carried "on" structure: US 11, Year Built: 1949, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,823 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 18,812 (year 2032), Features Intersected: TRIB TO SUSQUEHANNA R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.869, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $50,000, Total Project Cost: $97,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 12451, Location: 6 MILES E OF BLOOMSBURG (Lat: 41.033661, Lng: -76.333853), Route carried "on" structure: US 11, Year Built: 1948, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,573 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 8,461 (year 2032), Features Intersected: TRIB. TO SUSQ. RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.930, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $50,000, Total Project Cost: $129,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 12451, Location: 6 MILES E OF BLOOMSBURG (Lat: 41.033661, Lng: -76.333853), Route carried "on" structure: US 11, Year Built: 1948, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,573 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 8,461 (year 2032), Features Intersected: TRIB. TO SUSQ. RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.930, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $50,000, Total Project Cost: $129,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 12505, Location: 1 MILE W OF EXIT 36 (Lat: 41.038567, Lng: -76.354767), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 16,237 (year 2021), Truck Traffic: 42%, Average Future Daily Traffic: 30,726 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER S.R. 1003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.326, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12505, Location: 1 MILE W OF EXIT 36 (Lat: 41.038567, Lng: -76.354767), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 16,237 (year 2021), Truck Traffic: 42%, Average Future Daily Traffic: 30,726 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER S.R. 1003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.326, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12506, Location: 1 MILE W OF EXIT 36 (Lat: 41.038933, Lng: -76.354564), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1991, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 16,245 (year 2021), Truck Traffic: 40%, Average Future Daily Traffic: 30,525 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER S.R. 1003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.303, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12506, Location: 1 MILE W OF EXIT 36 (Lat: 41.038933, Lng: -76.354564), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1991, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 16,245 (year 2021), Truck Traffic: 40%, Average Future Daily Traffic: 30,525 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER S.R. 1003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.303, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12509, Location: 2.5 MILES W OF BERWICK (Lat: 41.034989, Lng: -76.338806), Route carried "on" structure: Interstate 80, Year Built: 1964, Year Reconstructed: 1990, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 14,560 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 23,804 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER S.R. 11 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.983, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12509, Location: 2.5 MILES W OF BERWICK (Lat: 41.034989, Lng: -76.338806), Route carried "on" structure: Interstate 80, Year Built: 1964, Year Reconstructed: 1990, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 14,560 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 23,804 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER S.R. 11 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.983, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1251, Location: 2 MILES W OF BERWICK (Lat: 41.033361, Lng: -76.335769), Route carried "on" structure: Interstate 80, Year Built: 1964, Year Reconstructed: 1990, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 14,560 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 19,563 (year 2032), Design Load: H 15, Features Intersected: OVER(S-C)ER&LACKRR &SR11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.983, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1251, Location: 2 MILES W OF BERWICK (Lat: 41.033361, Lng: -76.335769), Route carried "on" structure: Interstate 80, Year Built: 1964, Year Reconstructed: 1990, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 14,560 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 19,563 (year 2032), Design Load: H 15, Features Intersected: OVER(S-C)ER&LACKRR &SR11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.983, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12512, Location: 2.5 MILES W OF BERWICK (Lat: 41.035136, Lng: -76.338239), Route carried "on" structure: Interstate 80, Year Built: 1964, Year Reconstructed: 1991, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 14,445 (year 2021), Truck Traffic: 45%, Average Future Daily Traffic: 23,552 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER S.R. 11 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.015, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 12512, Location: 2.5 MILES W OF BERWICK (Lat: 41.035136, Lng: -76.338239), Route carried "on" structure: Interstate 80, Year Built: 1964, Year Reconstructed: 1991, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 14,445 (year 2021), Truck Traffic: 45%, Average Future Daily Traffic: 23,552 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER S.R. 11 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.015, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 12513, Location: 2 MILES W OF BERWICK (Lat: 41.033400, Lng: -76.334942), Route carried "on" structure: Interstate 80, Year Built: 1964, Year Reconstructed: 1992, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 14,445 (year 2021), Truck Traffic: 45%, Average Future Daily Traffic: 23,552 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER SEDA COG RR & SR 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.015, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $57,000, Total Project Cost: $260,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12513, Location: 2 MILES W OF BERWICK (Lat: 41.033400, Lng: -76.334942), Route carried "on" structure: Interstate 80, Year Built: 1964, Year Reconstructed: 1992, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 14,445 (year 2021), Truck Traffic: 45%, Average Future Daily Traffic: 23,552 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER SEDA COG RR & SR 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.015, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $57,000, Total Project Cost: $260,000, 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: 12515, Location: I80 MIFFLINVILLE RIVER BR (Lat: 41.029483, Lng: -76.328422), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 2014, Status: Open, Structure Length: 64.16m (210.50ft), Average Daily Traffic: 14,560 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 19,563 (year 2032), Design Load: HL 93, Features Intersected: SR1004,NB SUSQUEHANNA R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.744, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 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: 34.0 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 63.60m (208.66ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2020, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $1,121,000, Total Project Cost: $5,138,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12515, Location: I80 MIFFLINVILLE RIVER BR (Lat: 41.029483, Lng: -76.328422), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 2014, Status: Open, Structure Length: 64.16m (210.50ft), Average Daily Traffic: 14,560 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 19,563 (year 2032), Design Load: HL 93, Features Intersected: SR1004,NB SUSQUEHANNA R.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.744, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 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: 34.0 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 63.60m (208.66ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2020, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $1,121,000, Total Project Cost: $5,138,000, 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: 12517, Location: .2 MI.W.OF MIFFLINVILLE (Lat: 41.026936, Lng: -76.323667), Route carried "on" structure: Interstate 80, Year Built: 1964, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 14,560 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 19,563 (year 2032), Design Load: HL 93, Features Intersected: D&H RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.678, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 85.3 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12517, Location: .2 MI.W.OF MIFFLINVILLE (Lat: 41.026936, Lng: -76.323667), Route carried "on" structure: Interstate 80, Year Built: 1964, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 14,560 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 19,563 (year 2032), Design Load: HL 93, Features Intersected: D&H RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.678, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 85.3 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12612, Location: 2 MI W OF FOWLERSVILLE (Lat: 41.053517, Lng: -76.349153), Route carried "on" structure: State highway , Year Built: 1963, Year Reconstructed: 2009, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 582 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 930 (year 2032), Design Load: H 20, Features Intersected: WEST BRANCH BRIAR CREEK, Facility Carried by Structure: SR 1003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.195, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12612, Location: 2 MI W OF FOWLERSVILLE (Lat: 41.053517, Lng: -76.349153), Route carried "on" structure: State highway , Year Built: 1963, Year Reconstructed: 2009, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 582 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 930 (year 2032), Design Load: H 20, Features Intersected: WEST BRANCH BRIAR CREEK, Facility Carried by Structure: SR 1003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.195, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12834, Location: 0.1 MILE WEST OF WHITMIRE (Lat: 41.064606, Lng: -76.338389), Route carried "on" structure: City street , Year Built: 1905, Year Reconstructed: 1992, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 155 (year 2043), Design Load: HS 20, Features Intersected: N. BR BRIAR CREEK, Facility Carried by Structure: T-504 CTY BR#169
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Wood or Timber
Structure Number: 12834, Location: 0.1 MILE WEST OF WHITMIRE (Lat: 41.064606, Lng: -76.338389), Route carried "on" structure: City street , Year Built: 1905, Year Reconstructed: 1992, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 155 (year 2043), Design Load: HS 20, Features Intersected: N. BR BRIAR CREEK, Facility Carried by Structure: T-504 CTY BR#169
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Wood or Timber
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Structure Number: 12867, Location: LIME RIDGE INTERCHANGE (Lat: 41.033908, Lng: -76.333439), Route carried "on" structure: State highway , Year Built: 1963, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 518 (year 2032), Design Load: HS 20+Mod, Features Intersected: TRIB TO SUSQUEHANNA RIV., Facility Carried by Structure: SR 0080 (RAMP Z)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 12867, Location: LIME RIDGE INTERCHANGE (Lat: 41.033908, Lng: -76.333439), Route carried "on" structure: State highway , Year Built: 1963, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 518 (year 2032), Design Load: HS 20+Mod, Features Intersected: TRIB TO SUSQUEHANNA RIV., Facility Carried by Structure: SR 0080 (RAMP Z)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 41342, Location: 1.5 MI NW OF BRIAR CREEK (Lat: 41.054581, Lng: -76.329656), Route carried "on" structure: City street 7218, Year Built: 2001, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 77 (year 2043), Design Load: HS 25 or greater, Features Intersected: W.BR.BRIAR CREEK, Facility Carried by Structure: T481 COUNTY BR#168
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41342, Location: 1.5 MI NW OF BRIAR CREEK (Lat: 41.054581, Lng: -76.329656), Route carried "on" structure: City street 7218, Year Built: 2001, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 77 (year 2043), Design Load: HS 25 or greater, Features Intersected: W.BR.BRIAR CREEK, Facility Carried by Structure: T481 COUNTY BR#168
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 43513, Location: 3.5 MI E OF ORANGEVILLE (Lat: 41.068972, Lng: -76.338983), Route carried "on" structure: State highway 93, Year Built: 2006, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,033 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 2,640 (year 2032), Design Load: HL 93, Features Intersected: TR. TO N. BR.BRIAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.919, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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 48 months, Inspection Date: Febuary 2019
Structure Number: 43513, Location: 3.5 MI E OF ORANGEVILLE (Lat: 41.068972, Lng: -76.338983), Route carried "on" structure: State highway 93, Year Built: 2006, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,033 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 2,640 (year 2032), Design Load: HL 93, Features Intersected: TR. TO N. BR.BRIAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.919, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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 48 months, Inspection Date: Febuary 2019
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Structure Number: 45147, Location: Lime ridge Interchange (Lat: 41.033528, Lng: -76.337278), Route carried "on" structure: Ramp State highway , Year Built: 2008, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,249 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 1,635 (year 2032), Design Load: HL 93, Features Intersected: Ramp W over Ramp X (SR11, Facility Carried by Structure: SR 8006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45147, Location: Lime ridge Interchange (Lat: 41.033528, Lng: -76.337278), Route carried "on" structure: Ramp State highway , Year Built: 2008, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,249 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 1,635 (year 2032), Design Load: HL 93, Features Intersected: Ramp W over Ramp X (SR11, Facility Carried by Structure: SR 8006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 47458, Location: I-80 WB Mifflinville Rive (Lat: 41.029692, Lng: -76.328028), Route carried "on" structure: Interstate 80, Year Built: 2012, Status: Open, Structure Length: 62.94m (206.50ft), Average Daily Traffic: 29,542 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 38,919 (year 2032), Design Load: HL 93, Features Intersected: SR 1004, N.Br. Susq. Rvr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.746, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.5 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: 32.4 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: 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2020, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47458, Location: I-80 WB Mifflinville Rive (Lat: 41.029692, Lng: -76.328028), Route carried "on" structure: Interstate 80, Year Built: 2012, Status: Open, Structure Length: 62.94m (206.50ft), Average Daily Traffic: 29,542 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 38,919 (year 2032), Design Load: HL 93, Features Intersected: SR 1004, N.Br. Susq. Rvr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.746, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.5 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: 32.4 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: 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2020, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 47461, Location: 0.2 Mi W of Mifflinville (Lat: 41.027192, Lng: -76.323367), Route carried "on" structure: Interstate 80, Year Built: 2012, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 29,542 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 38,919 (year 2032), Design Load: HL 93, Features Intersected: DELAWARE & HUDSON RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.700, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 61.2 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: 38.6 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47461, Location: 0.2 Mi W of Mifflinville (Lat: 41.027192, Lng: -76.323367), Route carried "on" structure: Interstate 80, Year Built: 2012, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 29,542 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 38,919 (year 2032), Design Load: HL 93, Features Intersected: DELAWARE & HUDSON RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.700, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 61.2 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: 38.6 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5253, Location: 3 MILES E OF ORANGEVILLE (Lat: 41.070833, Lng: -76.342458), Route carried "on" structure: State highway 93, Year Built: 2015, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,033 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 3,002 (year 2035), Design Load: HL 93, Features Intersected: BR.OF BRIAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.783, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 58.0 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: 36.6 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
Structure Number: 5253, Location: 3 MILES E OF ORANGEVILLE (Lat: 41.070833, Lng: -76.342458), Route carried "on" structure: State highway 93, Year Built: 2015, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,033 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 3,002 (year 2035), Design Load: HL 93, Features Intersected: BR.OF BRIAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.783, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 58.0 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: 36.6 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
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Structure Number: 12505, Location: 1 MILE W OF EXIT 36 (Lat: 41.038567, Lng: -76.354767), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,714 (year 2022), Truck Traffic: 5%, Features Intersected: OVER S.R. 1003, Facility Carried by Structure: SR 0080 EBL
Minimum Vertical Clearance: 4.53m (14.86ft), Kilometerpoint: 0.909, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 11.3m (37.1ft)
Structure Number: 12505, Location: 1 MILE W OF EXIT 36 (Lat: 41.038567, Lng: -76.354767), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,714 (year 2022), Truck Traffic: 5%, Features Intersected: OVER S.R. 1003, Facility Carried by Structure: SR 0080 EBL
Minimum Vertical Clearance: 4.53m (14.86ft), Kilometerpoint: 0.909, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 11.3m (37.1ft)
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Structure Number: 12506, Location: 1 MILE W OF EXIT 36 (Lat: 41.038933, Lng: -76.354564), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,714 (year 2022), Truck Traffic: 5%, Features Intersected: OVER S.R. 1003, Facility Carried by Structure: SR 0080 WBL
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.909, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 11.3m (37.1ft)
Structure Number: 12506, Location: 1 MILE W OF EXIT 36 (Lat: 41.038933, Lng: -76.354564), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,714 (year 2022), Truck Traffic: 5%, Features Intersected: OVER S.R. 1003, Facility Carried by Structure: SR 0080 WBL
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.909, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 11.3m (37.1ft)
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Structure Number: 12509, Location: 2.5 MILES W OF BERWICK (Lat: 41.034989, Lng: -76.338806), Route carried "under" structure: US 11, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 5,608 (year 2022), Truck Traffic: 10%, Features Intersected: OVER S.R. 11 SBL, Facility Carried by Structure: SR 0080 EBL
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 17.542, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 12509, Location: 2.5 MILES W OF BERWICK (Lat: 41.034989, Lng: -76.338806), Route carried "under" structure: US 11, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 5,608 (year 2022), Truck Traffic: 10%, Features Intersected: OVER S.R. 11 SBL, Facility Carried by Structure: SR 0080 EBL
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 17.542, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 1251, Location: 2 MILES W OF BERWICK (Lat: 41.033361, Lng: -76.335769), Route carried "under" structure: US 11, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 6,573 (year 2022), Truck Traffic: 9%, Features Intersected: OVER(S-C)ER&LACKRR &SR11, Facility Carried by Structure: SR 0080 EB
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 17.930, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 1251, Location: 2 MILES W OF BERWICK (Lat: 41.033361, Lng: -76.335769), Route carried "under" structure: US 11, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 6,573 (year 2022), Truck Traffic: 9%, Features Intersected: OVER(S-C)ER&LACKRR &SR11, Facility Carried by Structure: SR 0080 EB
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 17.930, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 12512, Location: 2.5 MILES W OF BERWICK (Lat: 41.035136, Lng: -76.338239), Route carried "under" structure: US 11, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 5,608 (year 2022), Truck Traffic: 10%, Features Intersected: OVER S.R. 11 SBL, Facility Carried by Structure: SR 0080 WBL.
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 17.542, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 12512, Location: 2.5 MILES W OF BERWICK (Lat: 41.035136, Lng: -76.338239), Route carried "under" structure: US 11, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 5,608 (year 2022), Truck Traffic: 10%, Features Intersected: OVER S.R. 11 SBL, Facility Carried by Structure: SR 0080 WBL.
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 17.542, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)
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Structure Number: 12513, Location: 2 MILES W OF BERWICK (Lat: 41.033400, Lng: -76.334942), Route carried "under" structure: US 11, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 6,573 (year 2022), Truck Traffic: 9%, Features Intersected: OVER SEDA COG RR & SR 11, Facility Carried by Structure: I 80 WBL
Minimum Vertical Clearance: 6.14m (20.14ft), Kilometerpoint: 17.930, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 12513, Location: 2 MILES W OF BERWICK (Lat: 41.033400, Lng: -76.334942), Route carried "under" structure: US 11, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 6,573 (year 2022), Truck Traffic: 9%, Features Intersected: OVER SEDA COG RR & SR 11, Facility Carried by Structure: I 80 WBL
Minimum Vertical Clearance: 6.14m (20.14ft), Kilometerpoint: 17.930, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 12515, Location: I80 MIFFLINVILLE RIVER BR (Lat: 41.029483, Lng: -76.328422), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 4,646 (year 2022), Truck Traffic: 3%, Features Intersected: SR1004,NB SUSQUEHANNA R., Facility Carried by Structure: (I-80 EBL)
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 10.564, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 12515, Location: I80 MIFFLINVILLE RIVER BR (Lat: 41.029483, Lng: -76.328422), Route carried "under" structure: State highway , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 4,646 (year 2022), Truck Traffic: 3%, Features Intersected: SR1004,NB SUSQUEHANNA R., Facility Carried by Structure: (I-80 EBL)
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 10.564, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 45147, Location: Lime ridge Interchange (Lat: 41.033528, Lng: -76.337278), Route carried "under" structure: Ramp State highway , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 2,632 (year 2021), Truck Traffic: 7%, Features Intersected: Ramp W over Ramp X (SR11, Facility Carried by Structure: SR 8006
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 45147, Location: Lime ridge Interchange (Lat: 41.033528, Lng: -76.337278), Route carried "under" structure: Ramp State highway , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 2,632 (year 2021), Truck Traffic: 7%, Features Intersected: Ramp W over Ramp X (SR11, Facility Carried by Structure: SR 8006
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 47458, Location: I-80 WB Mifflinville Rive (Lat: 41.029692, Lng: -76.328028), Route carried "under" structure: State highway , Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 4,646 (year 2022), Truck Traffic: 3%, Features Intersected: SR 1004, N.Br. Susq. Rvr, Facility Carried by Structure: I-0080 WBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.564, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 47458, Location: I-80 WB Mifflinville Rive (Lat: 41.029692, Lng: -76.328028), Route carried "under" structure: State highway , Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 4,646 (year 2022), Truck Traffic: 3%, Features Intersected: SR 1004, N.Br. Susq. Rvr, Facility Carried by Structure: I-0080 WBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.564, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)