Bridge Statistics for Julian, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 144ft / 44.4mTotal length
- $1,632,000Total costs
- 112,647Total average daily traffic
- 14,147Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Julian
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 21930-1939
- 21950-1959
- 21980-1989
- 11990-1999
- 82000-2009
- 12010-2019
- Bridge Condition - Deck
- 60.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 50.0%Good
- 10.0%Satisfactory
- 40.0%Fair
- Bridge Condition - Channel
- 10.0%Very good
- 30.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- 20.0%Poor
- Bridge Condition - Culverts
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: 2252, Location: PA09 PAINTERS RUN NO. 9 (Lat: 40.362903, Lng: -80.083431), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 15,409 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 19,565 (year 2023), Features Intersected: PAINTERS RUN, Facility Carried by Structure: PAINTERS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $79,000, Total Project Cost: $225,000
Structure Number: 2252, Location: PA09 PAINTERS RUN NO. 9 (Lat: 40.362903, Lng: -80.083431), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 15,409 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 19,565 (year 2023), Features Intersected: PAINTERS RUN, Facility Carried by Structure: PAINTERS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $79,000, Total Project Cost: $225,000
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Structure Number: 9443, Location: 3 MI N PORT MATILDA (Lat: 40.846058, Lng: -77.977658), Route carried "on" structure: US 2200, Year Built: 1953, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,670 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,214 (year 2040), Design Load: HS 20, Features Intersected: WILLIAMS RUN, Facility Carried by Structure: SR 3040
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.948, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 72.6 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9443, Location: 3 MI N PORT MATILDA (Lat: 40.846058, Lng: -77.977658), Route carried "on" structure: US 2200, Year Built: 1953, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,670 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,214 (year 2040), Design Load: HS 20, Features Intersected: WILLIAMS RUN, Facility Carried by Structure: SR 3040
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.948, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 72.6 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9444, Location: 4 MI NE PORT MATILDA (Lat: 40.849628, Lng: -77.970122), Route carried "on" structure: US 2200, Year Built: 1930, Year Reconstructed: 1953, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,670 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,214 (year 2040), Design Load: H 15, Features Intersected: MUD LICK RUN, Facility Carried by Structure: SR 3040
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.638, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.4 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $190,000, Total Project Cost: $309,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9444, Location: 4 MI NE PORT MATILDA (Lat: 40.849628, Lng: -77.970122), Route carried "on" structure: US 2200, Year Built: 1930, Year Reconstructed: 1953, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,670 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,214 (year 2040), Design Load: H 15, Features Intersected: MUD LICK RUN, Facility Carried by Structure: SR 3040
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.638, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 45.4 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $190,000, Total Project Cost: $309,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9445, Location: JULIAN (Lat: 40.858664, Lng: -77.951400), Route carried "on" structure: US 2200, Year Built: 1925, Year Reconstructed: 1953, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,670 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,214 (year 2040), Design Load: H 15, Features Intersected: TRIB. BALD EAGLE CREEK, Facility Carried by Structure: SR 3040
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.094, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $199,000, Total Project Cost: $378,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 9445, Location: JULIAN (Lat: 40.858664, Lng: -77.951400), Route carried "on" structure: US 2200, Year Built: 1925, Year Reconstructed: 1953, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,670 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,214 (year 2040), Design Load: H 15, Features Intersected: TRIB. BALD EAGLE CREEK, Facility Carried by Structure: SR 3040
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.094, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $199,000, Total Project Cost: $378,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 9446, Location: JULIAN (Lat: 40.865228, Lng: -77.939519), Route carried "on" structure: US 2200, Year Built: 1925, Year Reconstructed: 1953, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 2,670 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,214 (year 2040), Design Load: H 15, Features Intersected: LAUREL RUN, Facility Carried by Structure: SR 3040
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.865, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $250,000, Total Project Cost: $542,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 9446, Location: JULIAN (Lat: 40.865228, Lng: -77.939519), Route carried "on" structure: US 2200, Year Built: 1925, Year Reconstructed: 1953, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 2,670 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,214 (year 2040), Design Load: H 15, Features Intersected: LAUREL RUN, Facility Carried by Structure: SR 3040
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.865, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $250,000, Total Project Cost: $542,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 9768, Location: JULIAN (Lat: 40.861778, Lng: -77.936561), Route carried "on" structure: State highway , Year Built: 1990, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 659 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,326 (year 2038), Design Load: HS 25 or greater, Features Intersected: BALD EAGLE CREEK, Facility Carried by Structure: ON TSR 568
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.496, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 60.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9768, Location: JULIAN (Lat: 40.861778, Lng: -77.936561), Route carried "on" structure: State highway , Year Built: 1990, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 659 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,326 (year 2038), Design Load: HS 25 or greater, Features Intersected: BALD EAGLE CREEK, Facility Carried by Structure: ON TSR 568
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.496, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 60.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 22512, Location: WEST OF NEW BEAVER (Lat: 40.866667, Lng: -80.401667), Route carried "on" structure: Interstate 76, Year Built: 1952, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 21,767 (year 2004), Truck Traffic: 21%, Average Future Daily Traffic: 38,820 (year 2030), Design Load: HS 20, Features Intersected: N FORK LITTLE BEAVER CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.1 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, Waterway Adequacy: Superior to present desirable 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: April 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $39,000, Total Project Cost: $178,000
Structure Number: 22512, Location: WEST OF NEW BEAVER (Lat: 40.866667, Lng: -80.401667), Route carried "on" structure: Interstate 76, Year Built: 1952, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 21,767 (year 2004), Truck Traffic: 21%, Average Future Daily Traffic: 38,820 (year 2030), Design Load: HS 20, Features Intersected: N FORK LITTLE BEAVER CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.1 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, Waterway Adequacy: Superior to present desirable 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: April 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $39,000, Total Project Cost: $178,000
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Structure Number: 22557, Location: N OF OLD BUTLER ROAD (Lat: 40.984114, Lng: -80.301047), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 200 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2025), Design Load: HS 20, Features Intersected: BIG RUN, Facility Carried by Structure: DOUGHERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, 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: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: July 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22557, Location: N OF OLD BUTLER ROAD (Lat: 40.984114, Lng: -80.301047), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 200 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2025), Design Load: HS 20, Features Intersected: BIG RUN, Facility Carried by Structure: DOUGHERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, 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: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: July 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22558, Location: 037025 JOHN J SUSKO BRDG (Lat: 40.974961, Lng: -80.294861), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 500 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 550 (year 2025), Design Load: HS 20, Features Intersected: SIFTON RUN, Facility Carried by Structure: HOOVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 22558, Location: 037025 JOHN J SUSKO BRDG (Lat: 40.974961, Lng: -80.294861), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 500 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 550 (year 2025), Design Load: HS 20, Features Intersected: SIFTON RUN, Facility Carried by Structure: HOOVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 42466, Location: 4 MI SOUTH STATE COLLEGE (Lat: 40.829378, Lng: -77.957856), Route carried "on" structure: Interstate 99, Year Built: 2004, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 11,627 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 14,672 (year 2040), Design Load: HL 93, Features Intersected: SR 550-PA 550
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.578, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.50m (27.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42466, Location: 4 MI SOUTH STATE COLLEGE (Lat: 40.829378, Lng: -77.957856), Route carried "on" structure: Interstate 99, Year Built: 2004, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 11,627 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 14,672 (year 2040), Design Load: HL 93, Features Intersected: SR 550-PA 550
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.578, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.50m (27.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 42468, Location: 4 MILE W OF STATE COLLEGE (Lat: 40.826703, Lng: -77.955708), Route carried "on" structure: Interstate 99, Year Built: 2004, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 11,627 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 14,672 (year 2040), Design Load: HL 93, Features Intersected: SR 3042 - US 322
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.578, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.70m (35.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42468, Location: 4 MILE W OF STATE COLLEGE (Lat: 40.826703, Lng: -77.955708), Route carried "on" structure: Interstate 99, Year Built: 2004, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 11,627 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 14,672 (year 2040), Design Load: HL 93, Features Intersected: SR 3042 - US 322
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.578, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.70m (35.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 4247, Location: 4 MI SOUTH STATE COLLEGE (Lat: 40.829567, Lng: -77.957639), Route carried "on" structure: Interstate 99, Year Built: 2004, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 12,042 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 14,635 (year 2040), Design Load: HL 93, Features Intersected: SR 550-PA 550
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.660, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4247, Location: 4 MI SOUTH STATE COLLEGE (Lat: 40.829567, Lng: -77.957639), Route carried "on" structure: Interstate 99, Year Built: 2004, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 12,042 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 14,635 (year 2040), Design Load: HL 93, Features Intersected: SR 550-PA 550
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.660, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 42471, Location: 4 MILE WEST STATE COLLEGE (Lat: 40.826814, Lng: -77.955425), Route carried "on" structure: Interstate 99, Year Built: 2004, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 12,042 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 14,635 (year 2040), Design Load: HL 93, Features Intersected: SR 3042 - US 322
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.660, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42471, Location: 4 MILE WEST STATE COLLEGE (Lat: 40.826814, Lng: -77.955425), Route carried "on" structure: Interstate 99, Year Built: 2004, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 12,042 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 14,635 (year 2040), Design Load: HL 93, Features Intersected: SR 3042 - US 322
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.660, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 53493, Location: JULIAN (Lat: 40.864922, Lng: -77.938744), Route carried "on" structure: State highway , Year Built: 2016, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 712 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HL 93, Features Intersected: LAUREL RUN, Facility Carried by Structure: ON TSR 568
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.485, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 37.9 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: September 2020
Structure Number: 53493, Location: JULIAN (Lat: 40.864922, Lng: -77.938744), Route carried "on" structure: State highway , Year Built: 2016, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 712 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: HL 93, Features Intersected: LAUREL RUN, Facility Carried by Structure: ON TSR 568
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.485, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 37.9 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: September 2020
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Structure Number: 42466, Location: 4 MI SOUTH STATE COLLEGE (Lat: 40.829378, Lng: -77.957856), Route carried "under" structure: State highway 550, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 509 (year 2021), Truck Traffic: 5%, Features Intersected: SR 550-PA 550, Facility Carried by Structure: SR 99 I-99
Minimum Vertical Clearance: 11.98m (39.30ft), Kilometerpoint: 15.968, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 42466, Location: 4 MI SOUTH STATE COLLEGE (Lat: 40.829378, Lng: -77.957856), Route carried "under" structure: State highway 550, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 509 (year 2021), Truck Traffic: 5%, Features Intersected: SR 550-PA 550, Facility Carried by Structure: SR 99 I-99
Minimum Vertical Clearance: 11.98m (39.30ft), Kilometerpoint: 15.968, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 42468, Location: 4 MILE W OF STATE COLLEGE (Lat: 40.826703, Lng: -77.955708), Route carried "under" structure: State highway , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 7,182 (year 2022), Truck Traffic: 2%, Features Intersected: SR 3042 - US 322, Facility Carried by Structure: SR 99 I-99
Minimum Vertical Clearance: 9.06m (29.72ft), Kilometerpoint: 7.689, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 42468, Location: 4 MILE W OF STATE COLLEGE (Lat: 40.826703, Lng: -77.955708), Route carried "under" structure: State highway , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 7,182 (year 2022), Truck Traffic: 2%, Features Intersected: SR 3042 - US 322, Facility Carried by Structure: SR 99 I-99
Minimum Vertical Clearance: 9.06m (29.72ft), Kilometerpoint: 7.689, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 4247, Location: 4 MI SOUTH STATE COLLEGE (Lat: 40.829567, Lng: -77.957639), Route carried "under" structure: State highway 550, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 509 (year 2021), Truck Traffic: 5%, Features Intersected: SR 550-PA 550, Facility Carried by Structure: SR 99 I-99
Minimum Vertical Clearance: 13.30m (43.64ft), Kilometerpoint: 15.968, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 4247, Location: 4 MI SOUTH STATE COLLEGE (Lat: 40.829567, Lng: -77.957639), Route carried "under" structure: State highway 550, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 509 (year 2021), Truck Traffic: 5%, Features Intersected: SR 550-PA 550, Facility Carried by Structure: SR 99 I-99
Minimum Vertical Clearance: 13.30m (43.64ft), Kilometerpoint: 15.968, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 42471, Location: 4 MILE WEST STATE COLLEGE (Lat: 40.826814, Lng: -77.955425), Route carried "under" structure: State highway , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 7,182 (year 2022), Truck Traffic: 2%, Features Intersected: SR 3042 - US 322, Facility Carried by Structure: SR 99 I-99
Minimum Vertical Clearance: 6.16m (20.21ft), Kilometerpoint: 7.689, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 42471, Location: 4 MILE WEST STATE COLLEGE (Lat: 40.826814, Lng: -77.955425), Route carried "under" structure: State highway , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 7,182 (year 2022), Truck Traffic: 2%, Features Intersected: SR 3042 - US 322, Facility Carried by Structure: SR 99 I-99
Minimum Vertical Clearance: 6.16m (20.21ft), Kilometerpoint: 7.689, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)