Bridge Statistics for Jonestown, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 292ft / 88.7mTotal length
- $11,215,000Total costs
- 221,401Total average daily traffic
- 38,883Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Jonestown
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 21930-1939
- 41940-1949
- 21950-1959
- 111960-1969
- 12010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 7.1%Very good
- 21.4%Good
- 50.0%Satisfactory
- 21.4%Fair
- Bridge Condition - Superstructure
- 6.3%Very good
- 25.0%Satisfactory
- 62.5%Fair
- 6.3%Poor
- Bridge Condition - Substructure
- 6.3%Very good
- 50.0%Satisfactory
- 37.5%Fair
- 6.3%Poor
- Bridge Condition - Channel
- 18.2%Very good
- 18.2%Good
- 18.2%Satisfactory
- 45.5%Fair
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Structure Number: 12635, Location: 2 MI E OF JONESTOWN (Lat: 41.130883, Lng: -76.302656), Route carried "on" structure: State highway , Year Built: 1940, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 171 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 279 (year 2032), Features Intersected: OVER PINE CREEK, Facility Carried by Structure: SR 1020
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.095, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $50,000, Total Project Cost: $151,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12635, Location: 2 MI E OF JONESTOWN (Lat: 41.130883, Lng: -76.302656), Route carried "on" structure: State highway , Year Built: 1940, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 171 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 279 (year 2032), Features Intersected: OVER PINE CREEK, Facility Carried by Structure: SR 1020
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.095, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $50,000, Total Project Cost: $151,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12648, Location: VILLAGE OF JONESTOWN (Lat: 41.128778, Lng: -76.303656), Route carried "on" structure: State highway , Year Built: 1959, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 895 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 1,256 (year 2032), Design Load: H 20, Features Intersected: OVER HUNTINGTON CREEK, Facility Carried by Structure: SR 1025
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.517, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $50,000, Total Project Cost: $188,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 12648, Location: VILLAGE OF JONESTOWN (Lat: 41.128778, Lng: -76.303656), Route carried "on" structure: State highway , Year Built: 1959, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 895 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 1,256 (year 2032), Design Load: H 20, Features Intersected: OVER HUNTINGTON CREEK, Facility Carried by Structure: SR 1025
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.517, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $50,000, Total Project Cost: $188,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 22602, Location: 1 MI.E. OF PA 72 (Lat: 40.420756, Lng: -76.487689), Route carried "on" structure: US 22, Year Built: 1946, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 7,236 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 8,776 (year 2032), Features Intersected: SWATARA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.268, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.60m (38.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $788,000, Total Project Cost: $3,613,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22602, Location: 1 MI.E. OF PA 72 (Lat: 40.420756, Lng: -76.487689), Route carried "on" structure: US 22, Year Built: 1946, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 7,236 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 8,776 (year 2032), Features Intersected: SWATARA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.268, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.60m (38.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $788,000, Total Project Cost: $3,613,000, 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: 22612, Location: 1 MI.S. JONESTOWN (Lat: 40.401908, Lng: -76.492336), Route carried "on" structure: State highway 72, Year Built: 1930, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 9,282 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 13,368 (year 2032), Features Intersected: SWATARA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.167, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $69,000, Total Project Cost: $318,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22612, Location: 1 MI.S. JONESTOWN (Lat: 40.401908, Lng: -76.492336), Route carried "on" structure: State highway 72, Year Built: 1930, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 9,282 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 13,368 (year 2032), Features Intersected: SWATARA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.167, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $69,000, Total Project Cost: $318,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22617, Location: UNION TOWNSHIP (Lat: 40.429417, Lng: -76.503467), Route carried "on" structure: State highway 72, Year Built: 1969, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 6,132 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 8,824 (year 2032), Design Load: HS 20, Features Intersected: I-78; SR 0078
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.357, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.4m (73.5ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $288,000, Total Project Cost: $1,321,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 22617, Location: UNION TOWNSHIP (Lat: 40.429417, Lng: -76.503467), Route carried "on" structure: State highway 72, Year Built: 1969, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 6,132 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 8,824 (year 2032), Design Load: HS 20, Features Intersected: I-78; SR 0078
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.357, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.4m (73.5ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $288,000, Total Project Cost: $1,321,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 22622, Location: 3 MI. W. OF EXIT #1-I78 (Lat: 40.434928, Lng: -76.492453), Route carried "on" structure: Interstate 78, Year Built: 1969, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 22,030 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 20,217 (year 2032), Design Load: HS 20, Features Intersected: Eliminated RR Tracks
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.395, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $49,000, Total Project Cost: $224,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 22622, Location: 3 MI. W. OF EXIT #1-I78 (Lat: 40.434928, Lng: -76.492453), Route carried "on" structure: Interstate 78, Year Built: 1969, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 22,030 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 20,217 (year 2032), Design Load: HS 20, Features Intersected: Eliminated RR Tracks
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.395, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $49,000, Total Project Cost: $224,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 22623, Location: 2 MI. E. OF I-81 (Lat: 40.435919, Lng: -76.490656), Route carried "on" structure: Interstate 78, Year Built: 1968, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 22,030 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 20,217 (year 2032), Design Load: HS 20, Features Intersected: SWATARA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.209, Lanes on 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: 34.4m (112.9ft), 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: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $272,000, Total Project Cost: $1,247,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 22623, Location: 2 MI. E. OF I-81 (Lat: 40.435919, Lng: -76.490656), Route carried "on" structure: Interstate 78, Year Built: 1968, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 22,030 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 20,217 (year 2032), Design Load: HS 20, Features Intersected: SWATARA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.209, Lanes on 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: 34.4m (112.9ft), 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: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $272,000, Total Project Cost: $1,247,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 22624, Location: 3 MI.W. OF EXIT #8 (Lat: 40.435236, Lng: -76.492556), Route carried "on" structure: Interstate 78, Year Built: 1969, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 22,378 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 19,353 (year 2032), Design Load: HS 20, Features Intersected: Eliminated RR Tracks
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.215, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $49,000, Total Project Cost: $224,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 22624, Location: 3 MI.W. OF EXIT #8 (Lat: 40.435236, Lng: -76.492556), Route carried "on" structure: Interstate 78, Year Built: 1969, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 22,378 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 19,353 (year 2032), Design Load: HS 20, Features Intersected: Eliminated RR Tracks
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.215, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $49,000, Total Project Cost: $224,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 22625, Location: 2 MI.E. OF I-81 (Lat: 40.436156, Lng: -76.490908), Route carried "on" structure: Interstate 78, Year Built: 1968, Year Reconstructed: 2005, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 22,378 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 19,353 (year 2032), Design Load: HS 20, Features Intersected: SWATARA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.215, Lanes on 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $301,000, Total Project Cost: $1,378,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 22625, Location: 2 MI.E. OF I-81 (Lat: 40.436156, Lng: -76.490908), Route carried "on" structure: Interstate 78, Year Built: 1968, Year Reconstructed: 2005, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 22,378 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 19,353 (year 2032), Design Load: HS 20, Features Intersected: SWATARA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.215, Lanes on 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $301,000, Total Project Cost: $1,378,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 22626, Location: 0.5 MI.E. OF SWATARA CK. (Lat: 40.439303, Lng: -76.484272), Route carried "on" structure: Interstate 78, Year Built: 1969, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 22,030 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 20,217 (year 2032), Design Load: HS 20, Features Intersected: T-435
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.014, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $84,000, Total Project Cost: $386,000, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 22626, Location: 0.5 MI.E. OF SWATARA CK. (Lat: 40.439303, Lng: -76.484272), Route carried "on" structure: Interstate 78, Year Built: 1969, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 22,030 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 20,217 (year 2032), Design Load: HS 20, Features Intersected: T-435
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.014, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $84,000, Total Project Cost: $386,000, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 22627, Location: 1 MI.E. OF SWATARA CREEK (Lat: 40.439578, Lng: -76.484414), Route carried "on" structure: Interstate 78, Year Built: 1969, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 22,378 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 19,353 (year 2032), Design Load: HS 20, Features Intersected: T-435, N LANCASTER ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.020, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $84,000, Total Project Cost: $386,000, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 22627, Location: 1 MI.E. OF SWATARA CREEK (Lat: 40.439578, Lng: -76.484414), Route carried "on" structure: Interstate 78, Year Built: 1969, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 22,378 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 19,353 (year 2032), Design Load: HS 20, Features Intersected: T-435, N LANCASTER ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.020, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $84,000, Total Project Cost: $386,000, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 22787, Location: .5 MI.S.E. MCGILLSTOWN (Lat: 40.381117, Lng: -76.518503), Route carried "on" structure: State highway , Year Built: 1936, Year Reconstructed: 1989, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 454 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 468 (year 2032), Design Load: HS 25 or greater, Features Intersected: SWATARA CREEK, Facility Carried by Structure: SR 4006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22787, Location: .5 MI.S.E. MCGILLSTOWN (Lat: 40.381117, Lng: -76.518503), Route carried "on" structure: State highway , Year Built: 1936, Year Reconstructed: 1989, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 454 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 468 (year 2032), Design Load: HS 25 or greater, Features Intersected: SWATARA CREEK, Facility Carried by Structure: SR 4006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22885, Location: 1.8 I/S 72-22/OIL RUN (Lat: 40.445978, Lng: -76.491547), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 200 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 350 (year 2033), Design Load: HS 20+Mod, Features Intersected: OIL RUN, Facility Carried by Structure: N LANCASTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 66.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $8,000, Total Project Cost: $38,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22885, Location: 1.8 I/S 72-22/OIL RUN (Lat: 40.445978, Lng: -76.491547), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 200 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 350 (year 2033), Design Load: HS 20+Mod, Features Intersected: OIL RUN, Facility Carried by Structure: N LANCASTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 66.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $8,000, Total Project Cost: $38,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22887, Location: .8S JONESTOWN/TR SWATARA (Lat: 40.398619, Lng: -76.482658), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 300 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 400 (year 2033), Design Load: HS 20, Features Intersected: TRIB SWATARA CREEK, Facility Carried by Structure: OLD JONESTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $43,000, Total Project Cost: $199,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22887, Location: .8S JONESTOWN/TR SWATARA (Lat: 40.398619, Lng: -76.482658), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 300 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 400 (year 2033), Design Load: HS 20, Features Intersected: TRIB SWATARA CREEK, Facility Carried by Structure: OLD JONESTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $43,000, Total Project Cost: $199,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22927, Location: 0.4 MI W OF WALNUT STREET (Lat: 40.412592, Lng: -76.487147), Route carried "on" structure: City street , Year Built: 1929, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 1,500 (year 2013), Truck Traffic: 33%, Average Future Daily Traffic: 2,000 (year 2033), Features Intersected: SWATARA CREEK, Facility Carried by Structure: T-601 JONESTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 49.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.30m (23.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $337,000, Total Project Cost: $1,542,000
Structure Number: 22927, Location: 0.4 MI W OF WALNUT STREET (Lat: 40.412592, Lng: -76.487147), Route carried "on" structure: City street , Year Built: 1929, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 1,500 (year 2013), Truck Traffic: 33%, Average Future Daily Traffic: 2,000 (year 2033), Features Intersected: SWATARA CREEK, Facility Carried by Structure: T-601 JONESTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 49.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.30m (23.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $337,000, Total Project Cost: $1,542,000
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Structure Number: 47045, Location: 1 MI.E. OF 72 & 22 INTER. (Lat: 40.419614, Lng: -76.492406), Route carried "on" structure: US 22, Year Built: 2012, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 7,236 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 8,776 (year 2032), Design Load: HL 93, Features Intersected: Leb. Valley Rail Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.889, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Culverts: Good, Operating Rating: 58.6 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: 44.7 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019
Structure Number: 47045, Location: 1 MI.E. OF 72 & 22 INTER. (Lat: 40.419614, Lng: -76.492406), Route carried "on" structure: US 22, Year Built: 2012, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 7,236 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 8,776 (year 2032), Design Load: HL 93, Features Intersected: Leb. Valley Rail Trail
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.889, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Culverts: Good, Operating Rating: 58.6 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: 44.7 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019
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Structure Number: 67777, Location: South End of Jonestown (Lat: 40.407722, Lng: -76.475389), Route carried "on" structure: State highway , Year Built: 2020, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 2,727 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 5,443 (year 2032), Design Load: HL 93, Features Intersected: Little Swatara Creek, Facility Carried by Structure: 1003;Lancaster St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.781, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.6 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: 37.6 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 67777, Location: South End of Jonestown (Lat: 40.407722, Lng: -76.475389), Route carried "on" structure: State highway , Year Built: 2020, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 2,727 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 5,443 (year 2032), Design Load: HL 93, Features Intersected: Little Swatara Creek, Facility Carried by Structure: 1003;Lancaster St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.781, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.6 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: 37.6 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 22615, Location: INTERCHANGE PA 72 & US 22 (Lat: 40.417942, Lng: -76.497981), Route carried "under" structure: US 22, Year Built: 1946, Structure Length: 0. m, Average Daily Traffic: 3,743 (year 2022), Truck Traffic: 7%, Features Intersected: US 22; SR 0022, Facility Carried by Structure: PA 72; SR 0072
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 12.728, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 22615, Location: INTERCHANGE PA 72 & US 22 (Lat: 40.417942, Lng: -76.497981), Route carried "under" structure: US 22, Year Built: 1946, Structure Length: 0. m, Average Daily Traffic: 3,743 (year 2022), Truck Traffic: 7%, Features Intersected: US 22; SR 0022, Facility Carried by Structure: PA 72; SR 0072
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 12.728, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 22615, Location: INTERCHANGE PA 72 & US 22 (Lat: 40.417942, Lng: -76.497981), Route carried "under" structure: US 22, Year Built: 1946, Structure Length: 0. m, Average Daily Traffic: 3,493 (year 2022), Truck Traffic: 7%, Features Intersected: US 22; SR 0022, Facility Carried by Structure: PA 72; SR 0072
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 12.709, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 22615, Location: INTERCHANGE PA 72 & US 22 (Lat: 40.417942, Lng: -76.497981), Route carried "under" structure: US 22, Year Built: 1946, Structure Length: 0. m, Average Daily Traffic: 3,493 (year 2022), Truck Traffic: 7%, Features Intersected: US 22; SR 0022, Facility Carried by Structure: PA 72; SR 0072
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 12.709, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 22617, Location: UNION TOWNSHIP (Lat: 40.429417, Lng: -76.503467), Route carried "under" structure: Interstate 78, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 22,030 (year 2021), Truck Traffic: 19%, Features Intersected: I-78; SR 0078, Facility Carried by Structure: PA 72; EBENEZER RD
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 1.584, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.0m (59.1ft)
Structure Number: 22617, Location: UNION TOWNSHIP (Lat: 40.429417, Lng: -76.503467), Route carried "under" structure: Interstate 78, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 22,030 (year 2021), Truck Traffic: 19%, Features Intersected: I-78; SR 0078, Facility Carried by Structure: PA 72; EBENEZER RD
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 1.584, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.0m (59.1ft)
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Structure Number: 22617, Location: UNION TOWNSHIP (Lat: 40.429417, Lng: -76.503467), Route carried "under" structure: Interstate 78, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 22,378 (year 2021), Truck Traffic: 21%, Features Intersected: I-78; SR 0078, Facility Carried by Structure: PA 72; EBENEZER RD
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 1.605, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.0m (59.1ft)
Structure Number: 22617, Location: UNION TOWNSHIP (Lat: 40.429417, Lng: -76.503467), Route carried "under" structure: Interstate 78, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 22,378 (year 2021), Truck Traffic: 21%, Features Intersected: I-78; SR 0078, Facility Carried by Structure: PA 72; EBENEZER RD
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 1.605, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.0m (59.1ft)
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Structure Number: 22626, Location: 0.5 MI.E. OF SWATARA CK. (Lat: 40.439303, Lng: -76.484272), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 200 (year 1987), Features Intersected: T-435, Facility Carried by Structure: I-78 EB; SR 0078
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.6m (38.1ft)
Structure Number: 22626, Location: 0.5 MI.E. OF SWATARA CK. (Lat: 40.439303, Lng: -76.484272), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 200 (year 1987), Features Intersected: T-435, Facility Carried by Structure: I-78 EB; SR 0078
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.6m (38.1ft)
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Structure Number: 22627, Location: 1 MI.E. OF SWATARA CREEK (Lat: 40.439578, Lng: -76.484414), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 200 (year 1987), Features Intersected: T-435, N LANCASTER ST., Facility Carried by Structure: I-78 WB; SR 0078
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.6m (38.1ft)
Structure Number: 22627, Location: 1 MI.E. OF SWATARA CREEK (Lat: 40.439578, Lng: -76.484414), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 200 (year 1987), Features Intersected: T-435, N LANCASTER ST., Facility Carried by Structure: I-78 WB; SR 0078
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.6m (38.1ft)