Bridge Statistics for Youngsville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 203ft / 62.5mTotal length
- $6,451,000Total costs
- 51,038Total average daily traffic
- 6,113Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Youngsville
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 11940-1949
- 31960-1969
- 11980-1989
- 11990-1999
- 52000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 7.7%Excellent
- 69.2%Good
- 7.7%Satisfactory
- 7.7%Fair
- 7.7%Poor
- Bridge Condition - Superstructure
- 7.7%Excellent
- 30.8%Very good
- 23.1%Good
- 23.1%Satisfactory
- 7.7%Fair
- 7.7%Poor
- Bridge Condition - Substructure
- 7.7%Excellent
- 23.1%Very good
- 23.1%Good
- 15.4%Satisfactory
- 30.8%Fair
- Bridge Condition - Channel
- 7.1%Excellent
- 14.3%Very good
- 21.4%Good
- 14.3%Satisfactory
- 35.7%Fair
- 7.1%Poor
- Bridge Condition - Culverts
- 66.7%Very good
- 33.3%Satisfactory
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Structure Number: 33958, Location: YOUNGSVILLE BOROUGH (Lat: 41.848961, Lng: -79.322667), Route carried "on" structure: US 6, Year Built: 1968, Year Reconstructed: 2007, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 6,510 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 10,030 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER BROKENSTRAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.486, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.70m (38.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $522,000, Total Project Cost: $2,393,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 33958, Location: YOUNGSVILLE BOROUGH (Lat: 41.848961, Lng: -79.322667), Route carried "on" structure: US 6, Year Built: 1968, Year Reconstructed: 2007, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 6,510 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 10,030 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER BROKENSTRAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.486, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.70m (38.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $522,000, Total Project Cost: $2,393,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 33959, Location: BROKENSTRAW TOWNSHIP (Lat: 41.847622, Lng: -79.294639), Route carried "on" structure: US 6, Year Built: 1968, Status: Open, Structure Length: 11.37m (37.30ft), Average Daily Traffic: 4,455 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 4,756 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER BROKENSTRAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.784, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.30m (40.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $379,000, Total Project Cost: $1,737,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33959, Location: BROKENSTRAW TOWNSHIP (Lat: 41.847622, Lng: -79.294639), Route carried "on" structure: US 6, Year Built: 1968, Status: Open, Structure Length: 11.37m (37.30ft), Average Daily Traffic: 4,455 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 4,756 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER BROKENSTRAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.784, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.30m (40.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $379,000, Total Project Cost: $1,737,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3396, Location: BROKENSTRAW TOWNSHIP (Lat: 41.847769, Lng: -79.295014), Route carried "on" structure: US 6, Year Built: 1968, Status: Open, Structure Length: 11.37m (37.30ft), Average Daily Traffic: 4,626 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 4,506 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER BROKENSTRAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.729, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.30m (37.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $379,000, Total Project Cost: $1,737,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3396, Location: BROKENSTRAW TOWNSHIP (Lat: 41.847769, Lng: -79.295014), Route carried "on" structure: US 6, Year Built: 1968, Status: Open, Structure Length: 11.37m (37.30ft), Average Daily Traffic: 4,626 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 4,506 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER BROKENSTRAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.729, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.30m (37.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $379,000, Total Project Cost: $1,737,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 34, Location: BROKENSTRAW TOWNSHIP (Lat: 41.888742, Lng: -79.340058), Route carried "on" structure: State highway 27, Year Built: 1928, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,684 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 2,518 (year 2032), Design Load: HS 15, Features Intersected: OVER TELIC RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.237, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $25,000, Total Project Cost: $63,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 34, Location: BROKENSTRAW TOWNSHIP (Lat: 41.888742, Lng: -79.340058), Route carried "on" structure: State highway 27, Year Built: 1928, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,684 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 2,518 (year 2032), Design Load: HS 15, Features Intersected: OVER TELIC RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.237, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $25,000, Total Project Cost: $63,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3416, Location: PITTSFIELD TOWNSHIP (Lat: 41.831242, Lng: -79.382783), Route carried "on" structure: State highway , Year Built: 1941, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 754 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 866 (year 2032), Design Load: H 20, Features Intersected: OVER MILL RACE RUN, Facility Carried by Structure: SR 3007,COBHAM STA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.977, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), 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: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 59.0 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $7,000, Total Project Cost: $30,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3416, Location: PITTSFIELD TOWNSHIP (Lat: 41.831242, Lng: -79.382783), Route carried "on" structure: State highway , Year Built: 1941, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 754 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 866 (year 2032), Design Load: H 20, Features Intersected: OVER MILL RACE RUN, Facility Carried by Structure: SR 3007,COBHAM STA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.977, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), 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: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 59.0 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $7,000, Total Project Cost: $30,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 34161, Location: PITTSFIELD TOWNSHIP (Lat: 41.833036, Lng: -79.382864), Route carried "on" structure: State highway , Year Built: 1988, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 754 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 866 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER BROKENSTRAW CREEK, Facility Carried by Structure: SR 3007,COBHAM STA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.977, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, 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: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $64,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34161, Location: PITTSFIELD TOWNSHIP (Lat: 41.833036, Lng: -79.382864), Route carried "on" structure: State highway , Year Built: 1988, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 754 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 866 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER BROKENSTRAW CREEK, Facility Carried by Structure: SR 3007,COBHAM STA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.977, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, 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: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $64,000, 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: 34214, Location: YOUNGSVILLE BOROUGH (Lat: 41.855311, Lng: -79.318425), Route carried "on" structure: State highway , Year Built: 1929, Year Reconstructed: 1959, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,020 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,837 (year 2032), Design Load: H 20, Features Intersected: OVER MATTHEWS RUN, Facility Carried by Structure: SR 4013,HIGHLAND A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $61,000, Total Project Cost: $281,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 34214, Location: YOUNGSVILLE BOROUGH (Lat: 41.855311, Lng: -79.318425), Route carried "on" structure: State highway , Year Built: 1929, Year Reconstructed: 1959, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,020 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,837 (year 2032), Design Load: H 20, Features Intersected: OVER MATTHEWS RUN, Facility Carried by Structure: SR 4013,HIGHLAND A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $61,000, Total Project Cost: $281,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 34298, Location: YOUNGSVILLE BOROUGH (Lat: 41.857158, Lng: -79.315981), Route carried "on" structure: City street 7406, Year Built: 1993, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 350 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 490 (year 2029), Design Load: HS 25 or greater, Features Intersected: OVER INDIAN CAMP RUN, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to 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: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34298, Location: YOUNGSVILLE BOROUGH (Lat: 41.857158, Lng: -79.315981), Route carried "on" structure: City street 7406, Year Built: 1993, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 350 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 490 (year 2029), Design Load: HS 25 or greater, Features Intersected: OVER INDIAN CAMP RUN, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to 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: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 40896, Location: BROKENSTRAW TOWNSHIP (Lat: 41.845164, Lng: -79.294003), Route carried "on" structure: State highway , Year Built: 2000, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 1,229 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,486 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER ALLGHNY.& EASTRN.RR, Facility Carried by Structure: SR 3022,E.MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.263, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40896, Location: BROKENSTRAW TOWNSHIP (Lat: 41.845164, Lng: -79.294003), Route carried "on" structure: State highway , Year Built: 2000, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 1,229 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,486 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER ALLGHNY.& EASTRN.RR, Facility Carried by Structure: SR 3022,E.MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.263, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4121, Location: BROKENSTRAW TOWNSHIP (Lat: 41.844808, Lng: -79.333692), Route carried "on" structure: State highway , Year Built: 2001, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 496 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 340 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER MEAD RUN, Facility Carried by Structure: SR 3016,COOVERS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.535, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4121, Location: BROKENSTRAW TOWNSHIP (Lat: 41.844808, Lng: -79.333692), Route carried "on" structure: State highway , Year Built: 2001, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 496 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 340 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER MEAD RUN, Facility Carried by Structure: SR 3016,COOVERS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.535, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41648, Location: YOUNGSVILLE BOROUGH (Lat: 41.851967, Lng: -79.317631), Route carried "on" structure: State highway , Year Built: 1930, Year Reconstructed: 2002, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 1,498 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,691 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER BROKENSTRAW CREEK, Facility Carried by Structure: SR 3022,E.MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $32,000, Total Project Cost: $146,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41648, Location: YOUNGSVILLE BOROUGH (Lat: 41.851967, Lng: -79.317631), Route carried "on" structure: State highway , Year Built: 1930, Year Reconstructed: 2002, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 1,498 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,691 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER BROKENSTRAW CREEK, Facility Carried by Structure: SR 3022,E.MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $32,000, Total Project Cost: $146,000, 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: 45586, Location: BROKENSTRAW TWP. (Lat: 41.847456, Lng: -79.295886), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,229 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,486 (year 2032), Design Load: HL 93, Features Intersected: US 6 EB & WB, Facility Carried by Structure: OLD ROUTE 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.023, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45586, Location: BROKENSTRAW TWP. (Lat: 41.847456, Lng: -79.295886), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 1,229 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,486 (year 2032), Design Load: HL 93, Features Intersected: US 6 EB & WB, Facility Carried by Structure: OLD ROUTE 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.023, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 46561, Location: PITTSFIELD TWP (Lat: 41.834297, Lng: -79.383889), Route carried "on" structure: State highway 27, Year Built: 2011, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,670 (year 2022), Truck Traffic: 21%, Average Future Daily Traffic: 5,744 (year 2032), Design Load: HL 93, Features Intersected: OVER LITTLE BROKENSTRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.824, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46561, Location: PITTSFIELD TWP (Lat: 41.834297, Lng: -79.383889), Route carried "on" structure: State highway 27, Year Built: 2011, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,670 (year 2022), Truck Traffic: 21%, Average Future Daily Traffic: 5,744 (year 2032), Design Load: HL 93, Features Intersected: OVER LITTLE BROKENSTRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.824, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 54011, Location: BROKENSTRAW TOWNSHIP (Lat: 41.838786, Lng: -79.361003), Route carried "on" structure: US 6, Year Built: 2017, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,499 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 9,748 (year 2037), Design Load: HL 93, Features Intersected: Wintroth Run, Facility Carried by Structure: Grand Army Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.720, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Membrane: Preformed Fabric
Structure Number: 54011, Location: BROKENSTRAW TOWNSHIP (Lat: 41.838786, Lng: -79.361003), Route carried "on" structure: US 6, Year Built: 2017, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,499 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 9,748 (year 2037), Design Load: HL 93, Features Intersected: Wintroth Run, Facility Carried by Structure: Grand Army Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.720, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Membrane: Preformed Fabric
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Structure Number: 54012, Location: BROKENSTRAW TOWNSHIP (Lat: 41.847136, Lng: -79.336167), Route carried "on" structure: US 6, Year Built: 2018, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 6,499 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 9,748 (year 2037), Design Load: HL 93, Features Intersected: Mead Run, Facility Carried by Structure: GRD ARMY OF RP HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.667, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 41.8 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: 32.7 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54012, Location: BROKENSTRAW TOWNSHIP (Lat: 41.847136, Lng: -79.336167), Route carried "on" structure: US 6, Year Built: 2018, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 6,499 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 9,748 (year 2037), Design Load: HL 93, Features Intersected: Mead Run, Facility Carried by Structure: GRD ARMY OF RP HW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.667, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 41.8 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: 32.7 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54014, Location: BROKENSTRAW TOWNSHIP (Lat: 41.904778, Lng: -79.344481), Route carried "on" structure: State highway 27, Year Built: 2017, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,684 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 2,401 (year 2037), Design Load: HL 93, Features Intersected: Hazeltine Hollow Run, Facility Carried by Structure: MATHEWS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.283, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54014, Location: BROKENSTRAW TOWNSHIP (Lat: 41.904778, Lng: -79.344481), Route carried "on" structure: State highway 27, Year Built: 2017, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,684 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 2,401 (year 2037), Design Load: HL 93, Features Intersected: Hazeltine Hollow Run, Facility Carried by Structure: MATHEWS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.283, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 45586, Location: BROKENSTRAW TWP. (Lat: 41.847456, Lng: -79.295886), Route carried "under" structure: US 6, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 4,626 (year 2022), Truck Traffic: 10%, Features Intersected: US 6 EB & WB
Minimum Vertical Clearance: 5.22m (17.13ft), Kilometerpoint: 32.729, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 45586, Location: BROKENSTRAW TWP. (Lat: 41.847456, Lng: -79.295886), Route carried "under" structure: US 6, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 4,626 (year 2022), Truck Traffic: 10%, Features Intersected: US 6 EB & WB
Minimum Vertical Clearance: 5.22m (17.13ft), Kilometerpoint: 32.729, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 45586, Location: BROKENSTRAW TWP. (Lat: 41.847456, Lng: -79.295886), Route carried "under" structure: US 6, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 4,455 (year 2022), Truck Traffic: 10%, Features Intersected: US 6 EB & WB
Minimum Vertical Clearance: 5.22m (17.13ft), Kilometerpoint: 32.784, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 45586, Location: BROKENSTRAW TWP. (Lat: 41.847456, Lng: -79.295886), Route carried "under" structure: US 6, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 4,455 (year 2022), Truck Traffic: 10%, Features Intersected: US 6 EB & WB
Minimum Vertical Clearance: 5.22m (17.13ft), Kilometerpoint: 32.784, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.4m (66.9ft)