Bridge Statistics for Freeport, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 436ft / 133mTotal length
- $1,722,000Total costs
- 202,321Total average daily traffic
- 14,590Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Freeport
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 11950-1959
- 51960-1969
- 121970-1979
- 21980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 11980-1989
- 01990-1999
- 42000-2009
- 12010-2019
- Bridge Condition - Deck
- 12.5%Very good
- 43.8%Good
- 31.3%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 11.8%Very good
- 29.4%Good
- 41.2%Satisfactory
- 17.6%Fair
- Bridge Condition - Substructure
- 5.9%Very good
- 35.3%Good
- 41.2%Satisfactory
- 17.6%Fair
- Bridge Condition - Channel
- 20.0%Good
- 20.0%Satisfactory
- 60.0%Fair
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Structure Number: 1, Location: N OF MARYLAND LINE (Lat: 39.724942, Lng: -77.304039), Route carried "on" structure: State highway , Year Built: 1963, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 871 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 983 (year 2032), Design Load: HS 20, Features Intersected: US 15; SR 0015, Facility Carried by Structure: BOYLE RD; T-313
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1, Location: N OF MARYLAND LINE (Lat: 39.724942, Lng: -77.304039), Route carried "on" structure: State highway , Year Built: 1963, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 871 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 983 (year 2032), Design Load: HS 20, Features Intersected: US 15; SR 0015, Facility Carried by Structure: BOYLE RD; T-313
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1185, Location: OVER RAMP G,WILKINSBURG (Lat: 40.436261, Lng: -79.865811), Route carried "on" structure: Interstate 376, Year Built: 1950, Year Reconstructed: 1971, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 80,542 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 89,768 (year 2032), Design Load: HS 20, Features Intersected: LR 763-RAMP G, Facility Carried by Structure: PENN LINCOLN PY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.473, Lanes on structure: 5, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $79,000, Total Project Cost: $363,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1185, Location: OVER RAMP G,WILKINSBURG (Lat: 40.436261, Lng: -79.865811), Route carried "on" structure: Interstate 376, Year Built: 1950, Year Reconstructed: 1971, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 80,542 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 89,768 (year 2032), Design Load: HS 20, Features Intersected: LR 763-RAMP G, Facility Carried by Structure: PENN LINCOLN PY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.473, Lanes on structure: 5, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $79,000, Total Project Cost: $363,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2946, Location: IRON BRIDGE ROAD NB (Lat: 40.724847, Lng: -79.669100), Route carried "on" structure: State highway 28, Year Built: 1971, Year Reconstructed: 2015, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 9,590 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 8,560 (year 2032), Design Load: HS 20, Features Intersected: SR3023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.277, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 80.7 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $75,000, Total Project Cost: $275,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2946, Location: IRON BRIDGE ROAD NB (Lat: 40.724847, Lng: -79.669100), Route carried "on" structure: State highway 28, Year Built: 1971, Year Reconstructed: 2015, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 9,590 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 8,560 (year 2032), Design Load: HS 20, Features Intersected: SR3023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.277, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 80.7 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $75,000, Total Project Cost: $275,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3263, Location: BOGGSVILLE NO.1 (Lat: 40.754428, Lng: -79.674061), Route carried "on" structure: State highway , Year Built: 1932, Year Reconstructed: 1994, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 705 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,021 (year 2032), Features Intersected: CORNPLANTER RUN, Facility Carried by Structure: SR3004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.627, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3263, Location: BOGGSVILLE NO.1 (Lat: 40.754428, Lng: -79.674061), Route carried "on" structure: State highway , Year Built: 1932, Year Reconstructed: 1994, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 705 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,021 (year 2032), Features Intersected: CORNPLANTER RUN, Facility Carried by Structure: SR3004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.627, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3295, Location: FURNACE RUN ROAD (Lat: 40.741128, Lng: -79.658108), Route carried "on" structure: State highway , Year Built: 1971, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 331 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 334 (year 2032), Design Load: HS 20, Features Intersected: SR0028 NB&SB, Facility Carried by Structure: SR3021 (T-810)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $86,000, Total Project Cost: $394,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3295, Location: FURNACE RUN ROAD (Lat: 40.741128, Lng: -79.658108), Route carried "on" structure: State highway , Year Built: 1971, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 331 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 334 (year 2032), Design Load: HS 20, Features Intersected: SR0028 NB&SB, Facility Carried by Structure: SR3021 (T-810)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $86,000, Total Project Cost: $394,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3296, Location: IRON BRIDGE NO.2 (Lat: 40.732300, Lng: -79.679453), Route carried "on" structure: State highway , Year Built: 1995, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 395 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 494 (year 2032), Design Load: HS 25 or greater, Features Intersected: PINE RUN, Facility Carried by Structure: SR3023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.211, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 73.5 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3296, Location: IRON BRIDGE NO.2 (Lat: 40.732300, Lng: -79.679453), Route carried "on" structure: State highway , Year Built: 1995, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 395 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 494 (year 2032), Design Load: HS 25 or greater, Features Intersected: PINE RUN, Facility Carried by Structure: SR3023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.211, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 73.5 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3297, Location: IRON BRIDGE NO.1 (Lat: 40.734542, Lng: -79.678389), Route carried "on" structure: State highway , Year Built: 1984, Year Reconstructed: 2009, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 395 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 514 (year 2032), Design Load: HS 20+Mod, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: SR3023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.528, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3297, Location: IRON BRIDGE NO.1 (Lat: 40.734542, Lng: -79.678389), Route carried "on" structure: State highway , Year Built: 1984, Year Reconstructed: 2009, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 395 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 514 (year 2032), Design Load: HS 20+Mod, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: SR3023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.528, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: April 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: 7808, Location: WEST OF FREEPORT (Lat: 40.675986, Lng: -79.713700), Route carried "on" structure: State highway 28, Year Built: 1970, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 10,637 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 14,100 (year 2032), Design Load: HS 20, Features Intersected: SR2017
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.668, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7808, Location: WEST OF FREEPORT (Lat: 40.675986, Lng: -79.713700), Route carried "on" structure: State highway 28, Year Built: 1970, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 10,637 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 14,100 (year 2032), Design Load: HS 20, Features Intersected: SR2017
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.668, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7809, Location: WEST OF FREEPORT (Lat: 40.676019, Lng: -79.714103), Route carried "on" structure: State highway 28, Year Built: 1970, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 10,957 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 14,536 (year 2032), Design Load: HS 20, Features Intersected: SR2017
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.673, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 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: Equal to 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: 4.40m (14.44ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7809, Location: WEST OF FREEPORT (Lat: 40.676019, Lng: -79.714103), Route carried "on" structure: State highway 28, Year Built: 1970, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 10,957 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 14,536 (year 2032), Design Load: HS 20, Features Intersected: SR2017
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.673, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 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: Equal to 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: 4.40m (14.44ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 8052, Location: SANDY LICK (Lat: 40.712942, Lng: -79.730781), Route carried "on" structure: State highway , Year Built: 1989, Year Reconstructed: 2009, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,094 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 1,444 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE BUFFALO CREEK, Facility Carried by Structure: SR2023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $87,000, Total Project Cost: $390,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 8052, Location: SANDY LICK (Lat: 40.712942, Lng: -79.730781), Route carried "on" structure: State highway , Year Built: 1989, Year Reconstructed: 2009, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,094 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 1,444 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE BUFFALO CREEK, Facility Carried by Structure: SR2023
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $87,000, Total Project Cost: $390,000, 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: 16391, Location: SUMMIT TOWNSHIP (Lat: 42.061522, Lng: -80.026706), Route carried "on" structure: State highway , Year Built: 1963, Year Reconstructed: 2013, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,873 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,088 (year 2032), Design Load: HS 20, Features Intersected: OVER WALNUT CREEK, Facility Carried by Structure: SR 4024,ROBINSON R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.104, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 16391, Location: SUMMIT TOWNSHIP (Lat: 42.061522, Lng: -80.026706), Route carried "on" structure: State highway , Year Built: 1963, Year Reconstructed: 2013, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,873 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,088 (year 2032), Design Load: HS 20, Features Intersected: OVER WALNUT CREEK, Facility Carried by Structure: SR 4024,ROBINSON R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.104, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 16614, Location: GEORGES TOWNSHIP (Lat: 39.865358, Lng: -79.747847), Route carried "on" structure: US 119, Year Built: 1992, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 3,714 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,352 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 0043
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.166, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.70m (31.82ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16614, Location: GEORGES TOWNSHIP (Lat: 39.865358, Lng: -79.747847), Route carried "on" structure: US 119, Year Built: 1992, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 3,714 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,352 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 0043
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.166, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.70m (31.82ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, 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: 31929, Location: 500 FT SE OF SR 31 (Lat: 40.060297, Lng: -79.227997), Route carried "on" structure: State lands road , Year Built: 1933, Year Reconstructed: 1970, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 140 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 180 (year 2032), Design Load: HS 20, Features Intersected: KOOSER RUN, Facility Carried by Structure: LAKE LOOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable 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: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $20,000, Total Project Cost: $300,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31929, Location: 500 FT SE OF SR 31 (Lat: 40.060297, Lng: -79.227997), Route carried "on" structure: State lands road , Year Built: 1933, Year Reconstructed: 1970, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 140 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 180 (year 2032), Design Load: HS 20, Features Intersected: KOOSER RUN, Facility Carried by Structure: LAKE LOOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable 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: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $20,000, Total Project Cost: $300,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42744, Location: MONROE ROAD (Lat: 40.707281, Lng: -79.712747), Route carried "on" structure: State highway , Year Built: 2005, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 399 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 1,688 (year 2032), Design Load: HS 20, Features Intersected: LITTLE BUFFALO CREEK, Facility Carried by Structure: SR2015
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.138, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42744, Location: MONROE ROAD (Lat: 40.707281, Lng: -79.712747), Route carried "on" structure: State highway , Year Built: 2005, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 399 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 1,688 (year 2032), Design Load: HS 20, Features Intersected: LITTLE BUFFALO CREEK, Facility Carried by Structure: SR2015
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.138, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 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: 48033, Location: AT SR 0356 INTER. (Lat: 40.674939, Lng: -79.691711), Route carried "on" structure: State highway 128, Year Built: 2013, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 5,960 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 17,836 (year 2032), Design Load: HL 93, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48033, Location: AT SR 0356 INTER. (Lat: 40.674939, Lng: -79.691711), Route carried "on" structure: State highway 128, Year Built: 2013, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 5,960 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 17,836 (year 2032), Design Load: HL 93, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: September 2018, 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: 48537, Location: Freeport Bridge (Lat: 40.666056, Lng: -79.690297), Route carried "on" structure: State highway 356, Year Built: 1962, Year Reconstructed: 2013, Status: Open, Structure Length: 74.49m (244.39ft), Average Daily Traffic: 12,744 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 15,200 (year 2036), Design Load: HL 93, Features Intersected: NS RR, Allegheny River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.945, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 14.3m (46.9ft), Horizontal Clearance: 121.9m (399.9ft)), Material/Design: Steel continuous, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 9, Length of Maximum Span: 137.8m (452.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.5 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: 35.6 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48537, Location: Freeport Bridge (Lat: 40.666056, Lng: -79.690297), Route carried "on" structure: State highway 356, Year Built: 1962, Year Reconstructed: 2013, Status: Open, Structure Length: 74.49m (244.39ft), Average Daily Traffic: 12,744 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 15,200 (year 2036), Design Load: HL 93, Features Intersected: NS RR, Allegheny River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.945, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 14.3m (46.9ft), Horizontal Clearance: 121.9m (399.9ft)), Material/Design: Steel continuous, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 9, Length of Maximum Span: 137.8m (452.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.5 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: 35.6 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Underwater Inspection Date: September 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: 49122, Location: BTW SR1035 & SR1037 (Lat: 40.654850, Lng: -79.727061), Route carried "on" structure: State highway , Year Built: 1920, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 270 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2035), Design Load: HS 20, Features Intersected: Little Bull Creek, Facility Carried by Structure: T717,Donnelleville
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: January 2021
Structure Number: 49122, Location: BTW SR1035 & SR1037 (Lat: 40.654850, Lng: -79.727061), Route carried "on" structure: State highway , Year Built: 1920, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 270 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 500 (year 2035), Design Load: HS 20, Features Intersected: Little Bull Creek, Facility Carried by Structure: T717,Donnelleville
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: January 2021
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Structure Number: 2945, Location: HORSESHOE ROAD (Lat: 40.712614, Lng: -79.687389), Route carried "under" structure: State highway 28, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 9,590 (year 2022), Truck Traffic: 11%, Features Intersected: SR0028 NB&SB, Facility Carried by Structure: SR3029 (T-300)
Minimum Vertical Clearance: 8.58m (28.15ft), Kilometerpoint: 1.221, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 2945, Location: HORSESHOE ROAD (Lat: 40.712614, Lng: -79.687389), Route carried "under" structure: State highway 28, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 9,590 (year 2022), Truck Traffic: 11%, Features Intersected: SR0028 NB&SB, Facility Carried by Structure: SR3029 (T-300)
Minimum Vertical Clearance: 8.58m (28.15ft), Kilometerpoint: 1.221, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 2945, Location: HORSESHOE ROAD (Lat: 40.712614, Lng: -79.687389), Route carried "under" structure: State highway 28, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 9,397 (year 2022), Truck Traffic: 13%, Features Intersected: SR0028 NB&SB, Facility Carried by Structure: SR3029 (T-300)
Minimum Vertical Clearance: 6.28m (20.60ft), Kilometerpoint: 1.242, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 2945, Location: HORSESHOE ROAD (Lat: 40.712614, Lng: -79.687389), Route carried "under" structure: State highway 28, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 9,397 (year 2022), Truck Traffic: 13%, Features Intersected: SR0028 NB&SB, Facility Carried by Structure: SR3029 (T-300)
Minimum Vertical Clearance: 6.28m (20.60ft), Kilometerpoint: 1.242, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 2946, Location: IRON BRIDGE ROAD NB (Lat: 40.724847, Lng: -79.669100), Route carried "under" structure: State highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 395 (year 2022), Truck Traffic: 4%, Features Intersected: SR3023, Facility Carried by Structure: SR0028 NB
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 0.887, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.6m (84.0ft)
Structure Number: 2946, Location: IRON BRIDGE ROAD NB (Lat: 40.724847, Lng: -79.669100), Route carried "under" structure: State highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 395 (year 2022), Truck Traffic: 4%, Features Intersected: SR3023, Facility Carried by Structure: SR0028 NB
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 0.887, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.6m (84.0ft)
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Structure Number: 2947, Location: IRON BRIDGE ROAD SB (Lat: 40.725056, Lng: -79.669411), Route carried "under" structure: State highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 395 (year 2022), Truck Traffic: 4%, Features Intersected: SR3023, Facility Carried by Structure: SR0028 SB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.887, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.6m (84.0ft)
Structure Number: 2947, Location: IRON BRIDGE ROAD SB (Lat: 40.725056, Lng: -79.669411), Route carried "under" structure: State highway , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 395 (year 2022), Truck Traffic: 4%, Features Intersected: SR3023, Facility Carried by Structure: SR0028 SB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.887, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.6m (84.0ft)
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Structure Number: 3295, Location: FURNACE RUN ROAD (Lat: 40.741128, Lng: -79.658108), Route carried "under" structure: State highway 28, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 9,397 (year 2022), Truck Traffic: 13%, Features Intersected: SR0028 NB&SB, Facility Carried by Structure: SR3021 (T-810)
Minimum Vertical Clearance: 4.56m (14.96ft), Kilometerpoint: 4.765, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 3295, Location: FURNACE RUN ROAD (Lat: 40.741128, Lng: -79.658108), Route carried "under" structure: State highway 28, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 9,397 (year 2022), Truck Traffic: 13%, Features Intersected: SR0028 NB&SB, Facility Carried by Structure: SR3021 (T-810)
Minimum Vertical Clearance: 4.56m (14.96ft), Kilometerpoint: 4.765, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 3295, Location: FURNACE RUN ROAD (Lat: 40.741128, Lng: -79.658108), Route carried "under" structure: State highway 28, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 9,590 (year 2022), Truck Traffic: 11%, Features Intersected: SR0028 NB&SB, Facility Carried by Structure: SR3021 (T-810)
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 4.741, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 3295, Location: FURNACE RUN ROAD (Lat: 40.741128, Lng: -79.658108), Route carried "under" structure: State highway 28, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 9,590 (year 2022), Truck Traffic: 11%, Features Intersected: SR0028 NB&SB, Facility Carried by Structure: SR3021 (T-810)
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 4.741, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 7808, Location: WEST OF FREEPORT (Lat: 40.675986, Lng: -79.713700), Route carried "under" structure: State highway , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,453 (year 2021), Truck Traffic: 9%, Features Intersected: SR2017, Facility Carried by Structure: SR0028
Minimum Vertical Clearance: 6.51m (21.36ft), Kilometerpoint: 0.647, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 7808, Location: WEST OF FREEPORT (Lat: 40.675986, Lng: -79.713700), Route carried "under" structure: State highway , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,453 (year 2021), Truck Traffic: 9%, Features Intersected: SR2017, Facility Carried by Structure: SR0028
Minimum Vertical Clearance: 6.51m (21.36ft), Kilometerpoint: 0.647, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: 7809, Location: WEST OF FREEPORT (Lat: 40.676019, Lng: -79.714103), Route carried "under" structure: State highway , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,453 (year 2021), Truck Traffic: 9%, Features Intersected: SR2017, Facility Carried by Structure: SR0028
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.647, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.0m (59.1ft)
Structure Number: 7809, Location: WEST OF FREEPORT (Lat: 40.676019, Lng: -79.714103), Route carried "under" structure: State highway , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 1,453 (year 2021), Truck Traffic: 9%, Features Intersected: SR2017, Facility Carried by Structure: SR0028
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.647, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 18.0m (59.1ft)
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Structure Number: 7929, Location: NOLF CORNERS (Lat: 40.690939, Lng: -79.709511), Route carried "under" structure: State highway 28, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 9,397 (year 2022), Truck Traffic: 13%, Features Intersected: SR0028 NB&SB, Facility Carried by Structure: SR0356 NB&SB
Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 2.425, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 7929, Location: NOLF CORNERS (Lat: 40.690939, Lng: -79.709511), Route carried "under" structure: State highway 28, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 9,397 (year 2022), Truck Traffic: 13%, Features Intersected: SR0028 NB&SB, Facility Carried by Structure: SR0356 NB&SB
Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 2.425, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 7929, Location: NOLF CORNERS (Lat: 40.690939, Lng: -79.709511), Route carried "under" structure: State highway 28, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 10,637 (year 2022), Truck Traffic: 7%, Features Intersected: SR0028 NB&SB, Facility Carried by Structure: SR0356 NB&SB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 2.409, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 7929, Location: NOLF CORNERS (Lat: 40.690939, Lng: -79.709511), Route carried "under" structure: State highway 28, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 10,637 (year 2022), Truck Traffic: 7%, Features Intersected: SR0028 NB&SB, Facility Carried by Structure: SR0356 NB&SB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 2.409, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)