Bridge Statistics for McEwensville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 138ft / 42.1mTotal length
- $1,360,000Total costs
- 65,290Total average daily traffic
- 19,331Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for McEwensville
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 11950-1959
- 41960-1969
- 71970-1979
- 11980-1989
- 11990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 21990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 10.0%Very good
- 80.0%Good
- 10.0%Poor
- Bridge Condition - Superstructure
- 10.0%Very good
- 60.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 60.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 22.2%Very good
- 11.1%Good
- 11.1%Satisfactory
- 44.4%Fair
- 11.1%Poor
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Structure Number: 29021, Location: 2 MI NE OF MILTON (Lat: 41.039322, Lng: -76.811475), Route carried "on" structure: Interstate 80, Year Built: 1962, Year Reconstructed: 2002, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 14,431 (year 2021), Truck Traffic: 45%, Average Future Daily Traffic: 19,254 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER SR 1019 & MUDDY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.181, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29021, Location: 2 MI NE OF MILTON (Lat: 41.039322, Lng: -76.811475), Route carried "on" structure: Interstate 80, Year Built: 1962, Year Reconstructed: 2002, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 14,431 (year 2021), Truck Traffic: 45%, Average Future Daily Traffic: 19,254 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER SR 1019 & MUDDY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.181, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 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: 29022, Location: 2 MI NE OF MILTON (Lat: 41.039414, Lng: -76.810908), Route carried "on" structure: Interstate 80, Year Built: 1962, Year Reconstructed: 2001, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 14,465 (year 2021), Truck Traffic: 45%, Average Future Daily Traffic: 19,130 (year 2032), Design Load: HL 93, Features Intersected: OVER SR 1019 & MUDDY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.271, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 29022, Location: 2 MI NE OF MILTON (Lat: 41.039414, Lng: -76.810908), Route carried "on" structure: Interstate 80, Year Built: 1962, Year Reconstructed: 2001, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 14,465 (year 2021), Truck Traffic: 45%, Average Future Daily Traffic: 19,130 (year 2032), Design Load: HL 93, Features Intersected: OVER SR 1019 & MUDDY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.271, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 29073, Location: 3 MI E OF WATSONTOWN (Lat: 41.074569, Lng: -76.826439), Route carried "on" structure: Interstate 180, Year Built: 1971, Year Reconstructed: 2010, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 7,055 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 10,603 (year 2032), Design Load: HS 20, Features Intersected: SR44, NS RR, WARRIOR RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.858, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.90m (32.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $15,000, Total Project Cost: $350,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29073, Location: 3 MI E OF WATSONTOWN (Lat: 41.074569, Lng: -76.826439), Route carried "on" structure: Interstate 180, Year Built: 1971, Year Reconstructed: 2010, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 7,055 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 10,603 (year 2032), Design Load: HS 20, Features Intersected: SR44, NS RR, WARRIOR RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.858, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.90m (32.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $15,000, Total Project Cost: $350,000, 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: 29075, Location: 2 MILES NORTH OF MILTON (Lat: 41.061614, Lng: -76.835319), Route carried "on" structure: Interstate 180, Year Built: 1971, Year Reconstructed: 1993, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 8,850 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 10,480 (year 2032), Design Load: HS 20, Features Intersected: OVER S.R. 1007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.425, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $50,000, Total Project Cost: $221,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29075, Location: 2 MILES NORTH OF MILTON (Lat: 41.061614, Lng: -76.835319), Route carried "on" structure: Interstate 180, Year Built: 1971, Year Reconstructed: 1993, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 8,850 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 10,480 (year 2032), Design Load: HS 20, Features Intersected: OVER S.R. 1007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.425, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $50,000, Total Project Cost: $221,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 29077, Location: 2 MILES NORTH OF MILTON (Lat: 41.061597, Lng: -76.834986), Route carried "on" structure: Interstate 180, Year Built: 1971, Year Reconstructed: 2006, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 8,585 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 10,603 (year 2032), Design Load: HS 20, Features Intersected: OVER SR 1007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.465, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $93,000, Total Project Cost: $429,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29077, Location: 2 MILES NORTH OF MILTON (Lat: 41.061597, Lng: -76.834986), Route carried "on" structure: Interstate 180, Year Built: 1971, Year Reconstructed: 2006, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 8,585 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 10,603 (year 2032), Design Load: HS 20, Features Intersected: OVER SR 1007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.465, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $93,000, Total Project Cost: $429,000, 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: 29141, Location: 3 MI NORTH MCEWENSVILLE (Lat: 41.094025, Lng: -76.803083), Route carried "on" structure: State highway , Year Built: 1983, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 470 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 667 (year 2032), Design Load: HS 20, Features Intersected: WARRIOR RUN CREEK, Facility Carried by Structure: SR 1006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), 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: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29141, Location: 3 MI NORTH MCEWENSVILLE (Lat: 41.094025, Lng: -76.803083), Route carried "on" structure: State highway , Year Built: 1983, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 470 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 667 (year 2032), Design Load: HS 20, Features Intersected: WARRIOR RUN CREEK, Facility Carried by Structure: SR 1006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), 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: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 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: 29146, Location: 0.5 MI S OF WARRIOR RUN (Lat: 41.095267, Lng: -76.807997), Route carried "on" structure: State highway , Year Built: 1957, Year Reconstructed: 2011, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,293 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 1,462 (year 2032), Features Intersected: TRIBUTARY WARRIOR RUN, Facility Carried by Structure: SR 1007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.362, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal 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: December 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $50,000, Total Project Cost: $93,000, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29146, Location: 0.5 MI S OF WARRIOR RUN (Lat: 41.095267, Lng: -76.807997), Route carried "on" structure: State highway , Year Built: 1957, Year Reconstructed: 2011, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,293 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 1,462 (year 2032), Features Intersected: TRIBUTARY WARRIOR RUN, Facility Carried by Structure: SR 1007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.362, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal 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: December 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $50,000, Total Project Cost: $93,000, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 29162, Location: 3 MI N.W.OF MILTON (Lat: 41.049917, Lng: -76.784919), Route carried "on" structure: State highway , Year Built: 1934, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 254 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 409 (year 2032), Features Intersected: OVER MUDDY RUN, Facility Carried by Structure: SR 1016
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.220, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Fair, 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 29162, Location: 3 MI N.W.OF MILTON (Lat: 41.049917, Lng: -76.784919), Route carried "on" structure: State highway , Year Built: 1934, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 254 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 409 (year 2032), Features Intersected: OVER MUDDY RUN, Facility Carried by Structure: SR 1016
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.220, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Fair, 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 2932, Location: 0.1 MI.N.OF INT.PA44 T608 (Lat: 41.074464, Lng: -76.833161), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 100 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 155 (year 2031), Design Load: HL 93, Features Intersected: Warrior Run, Facility Carried by Structure: T-608 (Oakes Lane)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.3 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: 42.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $58,000, Total Project Cost: $267,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2932, Location: 0.1 MI.N.OF INT.PA44 T608 (Lat: 41.074464, Lng: -76.833161), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 100 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 155 (year 2031), Design Load: HL 93, Features Intersected: Warrior Run, Facility Carried by Structure: T-608 (Oakes Lane)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 70.3 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: 42.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $58,000, Total Project Cost: $267,000 ( Estimate for 2016), 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: 29371, Location: 4 MI N OF MILTON (Lat: 41.043583, Lng: -76.800669), Route carried "on" structure: City street T364, Year Built: 1949, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 150 (year 2019), Average Future Daily Traffic: 232 (year 2041), Design Load: HS 20, Features Intersected: OVER MUDDY RUN, Facility Carried by Structure: T-364 TURBOT TWP.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), 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: 8.3m (27.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 29371, Location: 4 MI N OF MILTON (Lat: 41.043583, Lng: -76.800669), Route carried "on" structure: City street T364, Year Built: 1949, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 150 (year 2019), Average Future Daily Traffic: 232 (year 2041), Design Load: HS 20, Features Intersected: OVER MUDDY RUN, Facility Carried by Structure: T-364 TURBOT TWP.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), 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: 8.3m (27.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40147, Location: .25MI N OF MCEWENSVILLE (Lat: 41.077631, Lng: -76.817842), Route carried "on" structure: State highway , Year Built: 1998, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,293 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 1,462 (year 2032), Design Load: HS 25 or greater, Features Intersected: WARRIOR RUN CREEK, Facility Carried by Structure: SR 1007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.099, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 27.4m (89.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 38.1 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40147, Location: .25MI N OF MCEWENSVILLE (Lat: 41.077631, Lng: -76.817842), Route carried "on" structure: State highway , Year Built: 1998, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,293 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 1,462 (year 2032), Design Load: HS 25 or greater, Features Intersected: WARRIOR RUN CREEK, Facility Carried by Structure: SR 1007
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.099, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 27.4m (89.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 38.1 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 29021, Location: 2 MI NE OF MILTON (Lat: 41.039322, Lng: -76.811475), Route carried "under" structure: State highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 602 (year 2018), Truck Traffic: 5%, Features Intersected: OVER SR 1019 & MUDDY RUN, Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 2.515, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 29021, Location: 2 MI NE OF MILTON (Lat: 41.039322, Lng: -76.811475), Route carried "under" structure: State highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 602 (year 2018), Truck Traffic: 5%, Features Intersected: OVER SR 1019 & MUDDY RUN, Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 2.515, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: 29022, Location: 2 MI NE OF MILTON (Lat: 41.039414, Lng: -76.810908), Route carried "under" structure: State highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 602 (year 2018), Truck Traffic: 5%, Features Intersected: OVER SR 1019 & MUDDY RUN, Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 2.515, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 29022, Location: 2 MI NE OF MILTON (Lat: 41.039414, Lng: -76.810908), Route carried "under" structure: State highway , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 602 (year 2018), Truck Traffic: 5%, Features Intersected: OVER SR 1019 & MUDDY RUN, Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 2.515, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: 29072, Location: 3 MI E OF WATSONTOWN (Lat: 41.074575, Lng: -76.826792), Route carried "under" structure: State highway 44, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 886 (year 2020), Truck Traffic: 6%, Features Intersected: SR44,NORSOUTH,WARRIOR RU, Facility Carried by Structure: SR 0180 EB
Minimum Vertical Clearance: 7.71m (25.30ft), Kilometerpoint: 9.461, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 29072, Location: 3 MI E OF WATSONTOWN (Lat: 41.074575, Lng: -76.826792), Route carried "under" structure: State highway 44, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 886 (year 2020), Truck Traffic: 6%, Features Intersected: SR44,NORSOUTH,WARRIOR RU, Facility Carried by Structure: SR 0180 EB
Minimum Vertical Clearance: 7.71m (25.30ft), Kilometerpoint: 9.461, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 29073, Location: 3 MI E OF WATSONTOWN (Lat: 41.074569, Lng: -76.826439), Route carried "under" structure: State highway 44, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 886 (year 2020), Truck Traffic: 6%, Features Intersected: SR44, NS RR, WARRIOR RUN, Facility Carried by Structure: SR 0180 WB
Minimum Vertical Clearance: 8.15m (26.74ft), Kilometerpoint: 8.745, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 29073, Location: 3 MI E OF WATSONTOWN (Lat: 41.074569, Lng: -76.826439), Route carried "under" structure: State highway 44, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 886 (year 2020), Truck Traffic: 6%, Features Intersected: SR44, NS RR, WARRIOR RUN, Facility Carried by Structure: SR 0180 WB
Minimum Vertical Clearance: 8.15m (26.74ft), Kilometerpoint: 8.745, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 29075, Location: 2 MILES NORTH OF MILTON (Lat: 41.061614, Lng: -76.835319), Route carried "under" structure: State highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 2,684 (year 2022), Truck Traffic: 9%, Features Intersected: OVER S.R. 1007, Facility Carried by Structure: I-180 EASTBOUND
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 1.814, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 29075, Location: 2 MILES NORTH OF MILTON (Lat: 41.061614, Lng: -76.835319), Route carried "under" structure: State highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 2,684 (year 2022), Truck Traffic: 9%, Features Intersected: OVER S.R. 1007, Facility Carried by Structure: I-180 EASTBOUND
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 1.814, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 29077, Location: 2 MILES NORTH OF MILTON (Lat: 41.061597, Lng: -76.834986), Route carried "under" structure: State highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 2,684 (year 2022), Truck Traffic: 9%, Features Intersected: OVER SR 1007, Facility Carried by Structure: I-180 WBL
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 1.814, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 29077, Location: 2 MILES NORTH OF MILTON (Lat: 41.061597, Lng: -76.834986), Route carried "under" structure: State highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 2,684 (year 2022), Truck Traffic: 9%, Features Intersected: OVER SR 1007, Facility Carried by Structure: I-180 WBL
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 1.814, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)