Bridge Statistics for Boswell, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 210ft / 64.2mTotal length
- $11,100,000Total costs
- 70,098Total average daily traffic
- 5,094Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Boswell
- No street view available for this location
- New bridges - historical statistics
- 31900-1909
- 11910-1919
- 11940-1949
- 11950-1959
- 161960-1969
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 02000-2009
- 92010-2019
- Bridge Condition - Deck
- 13.3%Very good
- 33.3%Good
- 26.7%Satisfactory
- 20.0%Fair
- 6.7%Poor
- Bridge Condition - Superstructure
- 18.8%Very good
- 25.0%Good
- 31.3%Satisfactory
- 18.8%Fair
- 6.3%Poor
- Bridge Condition - Substructure
- 12.5%Very good
- 12.5%Good
- 31.3%Satisfactory
- 43.8%Fair
- Bridge Condition - Channel
- 20.0%Good
- 10.0%Satisfactory
- 50.0%Fair
- 20.0%Poor
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Structure Number: 4756, Location: 2 MI.N.OF BERNVILLE (Lat: 40.452489, Lng: -76.141228), Route carried "on" structure: State highway 183, Year Built: 1954, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 12,062 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 15,231 (year 2032), Design Load: HS 20, Features Intersected: LITTLE NORTHKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.146, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 64.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4756, Location: 2 MI.N.OF BERNVILLE (Lat: 40.452489, Lng: -76.141228), Route carried "on" structure: State highway 183, Year Built: 1954, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 12,062 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 15,231 (year 2032), Design Load: HS 20, Features Intersected: LITTLE NORTHKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.146, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 64.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31327, Location: 1.5 MI.E.OF JENNERSTOWN (Lat: 40.137797, Lng: -79.009619), Route carried "on" structure: US 30, Year Built: 1946, Year Reconstructed: 2019, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,914 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,192 (year 2032), Design Load: HS 25 or greater, Features Intersected: TWO MILE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.574, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 33 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $233,000, Total Project Cost: $794,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31327, Location: 1.5 MI.E.OF JENNERSTOWN (Lat: 40.137797, Lng: -79.009619), Route carried "on" structure: US 30, Year Built: 1946, Year Reconstructed: 2019, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,914 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,192 (year 2032), Design Load: HS 25 or greater, Features Intersected: TWO MILE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.574, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 33 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $233,000, Total Project Cost: $794,000, 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: 31404, Location: 1.8 MILE SOUTH OF TR 30 (Lat: 40.113192, Lng: -79.018736), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 5,102 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,283 (year 2032), Design Load: HS 20+Mod, Features Intersected: T685 MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.392, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), 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: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 82.6 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $101,000, Roadway Improvement Cost: $296,000, Total Project Cost: $1,358,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31404, Location: 1.8 MILE SOUTH OF TR 30 (Lat: 40.113192, Lng: -79.018736), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 5,102 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,283 (year 2032), Design Load: HS 20+Mod, Features Intersected: T685 MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.392, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), 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: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 82.6 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $101,000, Roadway Improvement Cost: $296,000, Total Project Cost: $1,358,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31405, Location: 1.8 MILE SOUTH OF TR 30 (Lat: 40.113278, Lng: -79.019111), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 5,156 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 5,729 (year 2032), Design Load: HS 20+Mod, Features Intersected: T685 MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.442, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Operating Rating: 64.4 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $305,000, Total Project Cost: $1,398,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31405, Location: 1.8 MILE SOUTH OF TR 30 (Lat: 40.113278, Lng: -79.019111), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2002, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 5,156 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 5,729 (year 2032), Design Load: HS 20+Mod, Features Intersected: T685 MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.442, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Operating Rating: 64.4 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $305,000, Total Project Cost: $1,398,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31407, Location: OVER US 30 (Lat: 40.138500, Lng: -79.011511), Route carried "on" structure: US 219, Year Built: 1968, Year Reconstructed: 2010, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 5,036 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,283 (year 2032), Design Load: HS 20, Features Intersected: US 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.387, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.5m (86.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 55.3 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $424,000, Total Project Cost: $1,945,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 31407, Location: OVER US 30 (Lat: 40.138500, Lng: -79.011511), Route carried "on" structure: US 219, Year Built: 1968, Year Reconstructed: 2010, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 5,036 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,283 (year 2032), Design Load: HS 20, Features Intersected: US 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.387, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.5m (86.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 55.3 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $424,000, Total Project Cost: $1,945,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 31408, Location: OVER US 30 (Lat: 40.138658, Lng: -79.011853), Route carried "on" structure: US 219, Year Built: 1968, Year Reconstructed: 2010, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 5,034 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,729 (year 2032), Design Load: HS 20, Features Intersected: US 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.442, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.5m (86.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 31408, Location: OVER US 30 (Lat: 40.138658, Lng: -79.011853), Route carried "on" structure: US 219, Year Built: 1968, Year Reconstructed: 2010, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 5,034 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,729 (year 2032), Design Load: HS 20, Features Intersected: US 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.442, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.5m (86.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.3 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 31409, Location: OVER SR 4010 (Lat: 40.150672, Lng: -79.001969), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2010, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 5,036 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,283 (year 2032), Design Load: HS 20, Features Intersected: SR 4010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.968, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $522,000, Total Project Cost: $2,208,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 31409, Location: OVER SR 4010 (Lat: 40.150672, Lng: -79.001969), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2010, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 5,036 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,283 (year 2032), Design Load: HS 20, Features Intersected: SR 4010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.968, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $522,000, Total Project Cost: $2,208,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3141, Location: OVER SR 4010 (Lat: 40.150544, Lng: -79.002483), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2010, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 5,034 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,729 (year 2032), Design Load: HS 20, Features Intersected: SR 4010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.002, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.2 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $329,000, Total Project Cost: $1,507,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3141, Location: OVER SR 4010 (Lat: 40.150544, Lng: -79.002483), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2010, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 5,034 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,729 (year 2032), Design Load: HS 20, Features Intersected: SR 4010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.002, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.2 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $329,000, Total Project Cost: $1,507,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 31411, Location: 2 MILE NORTH OF US 30 (Lat: 40.161675, Lng: -78.992064), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2010, Status: Open, Structure Length: 15.42m (50.59ft), Average Daily Traffic: 5,036 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,283 (year 2032), Design Load: HS 20, Features Intersected: QUEMAHONING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.411, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.4m (139.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.10m (52.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 31411, Location: 2 MILE NORTH OF US 30 (Lat: 40.161675, Lng: -78.992064), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2010, Status: Open, Structure Length: 15.42m (50.59ft), Average Daily Traffic: 5,036 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,283 (year 2032), Design Load: HS 20, Features Intersected: QUEMAHONING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.411, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.4m (139.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.10m (52.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 31412, Location: 2 MILE NORTH OF US 30 (Lat: 40.161694, Lng: -78.992481), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2010, Status: Open, Structure Length: 13.66m (44.82ft), Average Daily Traffic: 5,034 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,729 (year 2032), Design Load: HS 25 or greater, Features Intersected: QUEMAHONING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.469, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.60m (47.90ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31412, Location: 2 MILE NORTH OF US 30 (Lat: 40.161694, Lng: -78.992481), Route carried "on" structure: US 219, Year Built: 1969, Year Reconstructed: 2010, Status: Open, Structure Length: 13.66m (44.82ft), Average Daily Traffic: 5,034 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,729 (year 2032), Design Load: HS 25 or greater, Features Intersected: QUEMAHONING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.469, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.60m (47.90ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31745, Location: 1 MI.NE.OF RANDOLPH (Lat: 40.152372, Lng: -78.982661), Route carried "on" structure: State highway , Year Built: 1903, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 102 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 206 (year 2032), Design Load: H 15, Features Intersected: TWO MILE RUN, Facility Carried by Structure: SR 4010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.3 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: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $242,000, Total Project Cost: $579,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31745, Location: 1 MI.NE.OF RANDOLPH (Lat: 40.152372, Lng: -78.982661), Route carried "on" structure: State highway , Year Built: 1903, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 102 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 206 (year 2032), Design Load: H 15, Features Intersected: TWO MILE RUN, Facility Carried by Structure: SR 4010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.336, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.3 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: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $242,000, Total Project Cost: $579,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3178, Location: PILLTOWN (Lat: 40.173886, Lng: -79.017269), Route carried "on" structure: State highway , Year Built: 1908, Year Reconstructed: 2010, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 18 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 103 (year 2032), Design Load: H 10, Features Intersected: ROARING RUN, Facility Carried by Structure: SR 4033
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $9,000, Total Project Cost: $41,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3178, Location: PILLTOWN (Lat: 40.173886, Lng: -79.017269), Route carried "on" structure: State highway , Year Built: 1908, Year Reconstructed: 2010, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 18 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 103 (year 2032), Design Load: H 10, Features Intersected: ROARING RUN, Facility Carried by Structure: SR 4033
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $9,000, Total Project Cost: $41,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31781, Location: PILLTOWN (Lat: 40.171483, Lng: -79.014658), Route carried "on" structure: State highway , Year Built: 1908, Year Reconstructed: 2010, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 18 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 103 (year 2032), Features Intersected: ROARING RUN, Facility Carried by Structure: SR 4033
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.523, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $264,000, Total Project Cost: $646,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31781, Location: PILLTOWN (Lat: 40.171483, Lng: -79.014658), Route carried "on" structure: State highway , Year Built: 1908, Year Reconstructed: 2010, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 18 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 103 (year 2032), Features Intersected: ROARING RUN, Facility Carried by Structure: SR 4033
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.523, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $264,000, Total Project Cost: $646,000, 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: 31857, Location: .5 MI.N.OF BOSWELL (Lat: 40.177431, Lng: -79.035089), Route carried "on" structure: City street , Year Built: 1916, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 63 (year 2041), Features Intersected: ROARING RUN, Facility Carried by Structure: T-542, ROSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $264,000, Total Project Cost: $624,000
Structure Number: 31857, Location: .5 MI.N.OF BOSWELL (Lat: 40.177431, Lng: -79.035089), Route carried "on" structure: City street , Year Built: 1916, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 63 (year 2041), Features Intersected: ROARING RUN, Facility Carried by Structure: T-542, ROSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $264,000, Total Project Cost: $624,000
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Structure Number: 4756, Location: BOSWELL BOROUGH (Lat: 40.164719, Lng: -79.030719), Route carried "on" structure: State highway 601, Year Built: 2012, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,692 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 3,174 (year 2032), Design Load: HL 93, Features Intersected: QUEMAHONING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.460, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), 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: Very good, Substructure: Very good, Channel: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4756, Location: BOSWELL BOROUGH (Lat: 40.164719, Lng: -79.030719), Route carried "on" structure: State highway 601, Year Built: 2012, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,692 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 3,174 (year 2032), Design Load: HL 93, Features Intersected: QUEMAHONING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.460, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), 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: Very good, Substructure: Very good, Channel: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 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: 47568, Location: PILLTOWN (Lat: 40.174422, Lng: -79.018906), Route carried "on" structure: State highway 601, Year Built: 2012, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 2,692 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 3,174 (year 2032), Design Load: HL 93, Features Intersected: ROARING RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.876, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47568, Location: PILLTOWN (Lat: 40.174422, Lng: -79.018906), Route carried "on" structure: State highway 601, Year Built: 2012, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 2,692 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 3,174 (year 2032), Design Load: HL 93, Features Intersected: ROARING RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.876, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31404, Location: 1.8 MILE SOUTH OF TR 30 (Lat: 40.113192, Lng: -79.018736), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 25 (year 1993), Features Intersected: T685 MILLER ROAD, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 12.2m (40.0ft)
Structure Number: 31404, Location: 1.8 MILE SOUTH OF TR 30 (Lat: 40.113192, Lng: -79.018736), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 25 (year 1993), Features Intersected: T685 MILLER ROAD, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 12.2m (40.0ft)
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Structure Number: 31405, Location: 1.8 MILE SOUTH OF TR 30 (Lat: 40.113278, Lng: -79.019111), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 25 (year 1993), Features Intersected: T685 MILLER ROAD, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 12.5m (41.0ft)
Structure Number: 31405, Location: 1.8 MILE SOUTH OF TR 30 (Lat: 40.113278, Lng: -79.019111), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 25 (year 1993), Features Intersected: T685 MILLER ROAD, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 12.5m (41.0ft)
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Structure Number: 31407, Location: OVER US 30 (Lat: 40.138500, Lng: -79.011511), Route carried "under" structure: US 30, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,957 (year 2020), Truck Traffic: 5%, Features Intersected: US 30, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 11.006, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 31407, Location: OVER US 30 (Lat: 40.138500, Lng: -79.011511), Route carried "under" structure: US 30, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,957 (year 2020), Truck Traffic: 5%, Features Intersected: US 30, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 11.006, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 31407, Location: OVER US 30 (Lat: 40.138500, Lng: -79.011511), Route carried "under" structure: US 30, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,957 (year 2020), Truck Traffic: 5%, Features Intersected: US 30, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 11.006, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 31407, Location: OVER US 30 (Lat: 40.138500, Lng: -79.011511), Route carried "under" structure: US 30, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,957 (year 2020), Truck Traffic: 5%, Features Intersected: US 30, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 11.006, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 31408, Location: OVER US 30 (Lat: 40.138658, Lng: -79.011853), Route carried "under" structure: US 30, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,957 (year 2020), Truck Traffic: 5%, Features Intersected: US 30, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 11.006, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 31408, Location: OVER US 30 (Lat: 40.138658, Lng: -79.011853), Route carried "under" structure: US 30, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,957 (year 2020), Truck Traffic: 5%, Features Intersected: US 30, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 11.006, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 31408, Location: OVER US 30 (Lat: 40.138658, Lng: -79.011853), Route carried "under" structure: US 30, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,957 (year 2020), Truck Traffic: 5%, Features Intersected: US 30, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 11.006, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 31408, Location: OVER US 30 (Lat: 40.138658, Lng: -79.011853), Route carried "under" structure: US 30, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,957 (year 2020), Truck Traffic: 5%, Features Intersected: US 30, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 11.006, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 31409, Location: OVER SR 4010 (Lat: 40.150672, Lng: -79.001969), Route carried "under" structure: State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 102 (year 2020), Truck Traffic: 3%, Features Intersected: SR 4010, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 1.423, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 12.5m (41.0ft)
Structure Number: 31409, Location: OVER SR 4010 (Lat: 40.150672, Lng: -79.001969), Route carried "under" structure: State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 102 (year 2020), Truck Traffic: 3%, Features Intersected: SR 4010, Facility Carried by Structure: US 219 NBL
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 1.423, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 12.5m (41.0ft)
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Structure Number: 3141, Location: OVER SR 4010 (Lat: 40.150544, Lng: -79.002483), Route carried "under" structure: State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 102 (year 2020), Truck Traffic: 3%, Features Intersected: SR 4010, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 1.423, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 3141, Location: OVER SR 4010 (Lat: 40.150544, Lng: -79.002483), Route carried "under" structure: State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 102 (year 2020), Truck Traffic: 3%, Features Intersected: SR 4010, Facility Carried by Structure: US 219 SBL
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 1.423, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 13.1m (43.0ft)