Bridge Statistics for Lamar, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 253ft / 76.5mTotal length
- $5,523,000Total costs
- 109,774Total average daily traffic
- 34,108Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lamar
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21950-1959
- 61960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 62000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 17.6%Very good
- 58.8%Good
- 11.8%Satisfactory
- 5.9%Fair
- 5.9%Poor
- Bridge Condition - Superstructure
- 47.1%Very good
- 29.4%Good
- 11.8%Satisfactory
- 5.9%Fair
- 5.9%Poor
- Bridge Condition - Substructure
- 29.4%Very good
- 41.2%Good
- 11.8%Satisfactory
- 17.6%Fair
- Bridge Condition - Channel
- 35.7%Very good
- 35.7%Good
- 28.6%Fair
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Structure Number: 11991, Location: LAMAR (Lat: 41.011583, Lng: -77.537222), Route carried "on" structure: State highway 64, Year Built: 1922, Year Reconstructed: 1958, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,986 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 7,382 (year 2040), Design Load: H 15, Features Intersected: BIG FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.766, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $250,000, Total Project Cost: $494,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11991, Location: LAMAR (Lat: 41.011583, Lng: -77.537222), Route carried "on" structure: State highway 64, Year Built: 1922, Year Reconstructed: 1958, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,986 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 7,382 (year 2040), Design Load: H 15, Features Intersected: BIG FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.766, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $250,000, Total Project Cost: $494,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11998, Location: 2 MI W EXIT 173 (Lat: 41.025467, Lng: -77.557483), Route carried "on" structure: Interstate 80, Year Built: 1969, Year Reconstructed: 1995, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 15,227 (year 2021), Truck Traffic: 42%, Average Future Daily Traffic: 16,458 (year 2040), Design Load: HS 25 or greater, Features Intersected: T-339
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $250,000, Total Project Cost: $444,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 11998, Location: 2 MI W EXIT 173 (Lat: 41.025467, Lng: -77.557483), Route carried "on" structure: Interstate 80, Year Built: 1969, Year Reconstructed: 1995, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 15,227 (year 2021), Truck Traffic: 42%, Average Future Daily Traffic: 16,458 (year 2040), Design Load: HS 25 or greater, Features Intersected: T-339
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $250,000, Total Project Cost: $444,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 12005, Location: 2 MI E EXIT 173 (Lat: 41.037569, Lng: -77.479878), Route carried "on" structure: Interstate 80, Year Built: 1969, Year Reconstructed: 1994, Status: Open, Structure Length: 13.14m (43.11ft), Average Daily Traffic: 13,880 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 19,801 (year 2040), Design Load: HS 20, Features Intersected: TSR 342 & FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.801, Lanes on structure: 2, Lanes under structure: 2, 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: 6, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 13.10m (42.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,118,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12005, Location: 2 MI E EXIT 173 (Lat: 41.037569, Lng: -77.479878), Route carried "on" structure: Interstate 80, Year Built: 1969, Year Reconstructed: 1994, Status: Open, Structure Length: 13.14m (43.11ft), Average Daily Traffic: 13,880 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 19,801 (year 2040), Design Load: HS 20, Features Intersected: TSR 342 & FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.801, Lanes on structure: 2, Lanes under structure: 2, 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: 6, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 13.10m (42.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,118,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12007, Location: 2 MI E EXIT 173 (Lat: 41.038083, Lng: -77.479053), Route carried "on" structure: Interstate 80, Year Built: 1969, Year Reconstructed: 1995, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 13,235 (year 2021), Truck Traffic: 45%, Average Future Daily Traffic: 17,613 (year 2040), Design Load: HS 20, Features Intersected: TSR 342 & FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.865, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.7m (67.9ft), 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: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.70m (38.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $444,000, Total Project Cost: $2,035,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12007, Location: 2 MI E EXIT 173 (Lat: 41.038083, Lng: -77.479053), Route carried "on" structure: Interstate 80, Year Built: 1969, Year Reconstructed: 1995, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 13,235 (year 2021), Truck Traffic: 45%, Average Future Daily Traffic: 17,613 (year 2040), Design Load: HS 20, Features Intersected: TSR 342 & FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.865, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.7m (67.9ft), 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: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.70m (38.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $444,000, Total Project Cost: $2,035,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 123, Location: 2 MILE SOUTH LAMAR (Lat: 40.996131, Lng: -77.528319), Route carried "on" structure: State highway , Year Built: 1977, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 613 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 615 (year 2040), Design Load: HS 20, Features Intersected: BIG FISHING CREEK, Facility Carried by Structure: SR 2002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.812, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), 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: 123, Location: 2 MILE SOUTH LAMAR (Lat: 40.996131, Lng: -77.528319), Route carried "on" structure: State highway , Year Built: 1977, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 613 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 615 (year 2040), Design Load: HS 20, Features Intersected: BIG FISHING CREEK, Facility Carried by Structure: SR 2002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.812, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), 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: 12303, Location: 3 MILE WEST TYLERSVILLE (Lat: 40.980419, Lng: -77.482806), Route carried "on" structure: State highway , Year Built: 1988, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 613 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 615 (year 2040), Design Load: HS 25 or greater, Features Intersected: FISHING CREEK, Facility Carried by Structure: SR 2002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.762, 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: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 91.6 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.20m (7.22ft), 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: 12303, Location: 3 MILE WEST TYLERSVILLE (Lat: 40.980419, Lng: -77.482806), Route carried "on" structure: State highway , Year Built: 1988, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 613 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 615 (year 2040), Design Load: HS 25 or greater, Features Intersected: FISHING CREEK, Facility Carried by Structure: SR 2002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.762, 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: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 91.6 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.20m (7.22ft), 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: 12314, Location: CLINTONDALE (Lat: 41.016033, Lng: -77.521147), Route carried "on" structure: State highway , Year Built: 1950, Year Reconstructed: 2013, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 1,470 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 860 (year 2040), Design Load: HS 20, Features Intersected: FISHING CREEK, Facility Carried by Structure: ON TSR 342
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 83.5 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: 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 minimum criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $250,000, Total Project Cost: $934,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12314, Location: CLINTONDALE (Lat: 41.016033, Lng: -77.521147), Route carried "on" structure: State highway , Year Built: 1950, Year Reconstructed: 2013, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 1,470 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 860 (year 2040), Design Load: HS 20, Features Intersected: FISHING CREEK, Facility Carried by Structure: ON TSR 342
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 83.5 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: 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 minimum criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $250,000, Total Project Cost: $934,000, 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: 12316, Location: 2 MILE NE CLINTONDALE (Lat: 41.034217, Lng: -77.485956), Route carried "on" structure: State highway , Year Built: 1950, Year Reconstructed: 2010, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 631 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 544 (year 2040), Design Load: HS 20, Features Intersected: FISHING CREEK, Facility Carried by Structure: ON TSR 342
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.069, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $250,000, Total Project Cost: $498,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 12316, Location: 2 MILE NE CLINTONDALE (Lat: 41.034217, Lng: -77.485956), Route carried "on" structure: State highway , Year Built: 1950, Year Reconstructed: 2010, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 631 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 544 (year 2040), Design Load: HS 20, Features Intersected: FISHING CREEK, Facility Carried by Structure: ON TSR 342
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.069, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $250,000, Total Project Cost: $498,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 12317, Location: 2 MILE NE CLINTONDALE (Lat: 41.036247, Lng: -77.482714), Route carried "on" structure: State highway , Year Built: 1969, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 631 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 606 (year 2040), Design Load: HS 20, Features Intersected: FISHING CREEK, Facility Carried by Structure: ON TSR 342
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 12317, Location: 2 MILE NE CLINTONDALE (Lat: 41.036247, Lng: -77.482714), Route carried "on" structure: State highway , Year Built: 1969, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 631 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 606 (year 2040), Design Load: HS 20, Features Intersected: FISHING CREEK, Facility Carried by Structure: ON TSR 342
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 39605, Location: 1.5 MI N JUNC I80 & SR (Lat: 41.058358, Lng: -77.515744), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 115 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 135 (year 2043), Design Load: HS 25 or greater, Features Intersected: CEDAR CREEK, Facility Carried by Structure: T-331
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 39605, Location: 1.5 MI N JUNC I80 & SR (Lat: 41.058358, Lng: -77.515744), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 115 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 135 (year 2043), Design Load: HS 25 or greater, Features Intersected: CEDAR CREEK, Facility Carried by Structure: T-331
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4115, Location: EX 173 LAMAR INTERCHANGE (Lat: 41.031492, Lng: -77.518933), Route carried "on" structure: Interstate 80, Year Built: 2000, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 13,235 (year 2021), Truck Traffic: 45%, Average Future Daily Traffic: 17,613 (year 2040), Design Load: HS 20, Features Intersected: SR 64-PA 64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.608, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), 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: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 51.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4115, Location: EX 173 LAMAR INTERCHANGE (Lat: 41.031492, Lng: -77.518933), Route carried "on" structure: Interstate 80, Year Built: 2000, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 13,235 (year 2021), Truck Traffic: 45%, Average Future Daily Traffic: 17,613 (year 2040), Design Load: HS 20, Features Intersected: SR 64-PA 64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.608, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), 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: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 51.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41328, Location: EX 173 LAMAR INTERCHANGE (Lat: 41.030844, Lng: -77.519456), Route carried "on" structure: Interstate 80, Year Built: 2001, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 13,880 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 19,801 (year 2040), Design Load: HS 25 or greater, Features Intersected: SR 64-PA 64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.791, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), 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: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Inventory Rating: 51.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41328, Location: EX 173 LAMAR INTERCHANGE (Lat: 41.030844, Lng: -77.519456), Route carried "on" structure: Interstate 80, Year Built: 2001, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 13,880 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 19,801 (year 2040), Design Load: HS 25 or greater, Features Intersected: SR 64-PA 64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.791, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), 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: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Inventory Rating: 51.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41706, Location: MACKEYVILLE (Lat: 41.040139, Lng: -77.477000), Route carried "on" structure: State highway , Year Built: 2002, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 820 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 296 (year 2040), Design Load: HL 93, Features Intersected: FISHING CREEK, Facility Carried by Structure: SR 2004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.309, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41706, Location: MACKEYVILLE (Lat: 41.040139, Lng: -77.477000), Route carried "on" structure: State highway , Year Built: 2002, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 820 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 296 (year 2040), Design Load: HL 93, Features Intersected: FISHING CREEK, Facility Carried by Structure: SR 2004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.309, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 44174, Location: MACKEYVILLE (Lat: 41.040069, Lng: -77.477067), Route carried "on" structure: State highway , Year Built: 2007, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 820 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 296 (year 2040), Design Load: HL 93, Features Intersected: DUCKS RUN, Facility Carried by Structure: SR 2004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.296, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44174, Location: MACKEYVILLE (Lat: 41.040069, Lng: -77.477067), Route carried "on" structure: State highway , Year Built: 2007, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 820 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 296 (year 2040), Design Load: HL 93, Features Intersected: DUCKS RUN, Facility Carried by Structure: SR 2004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.296, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 52477, Location: LAMAR (Lat: 41.007108, Lng: -77.533886), Route carried "on" structure: State highway , Year Built: 2015, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 560 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 472 (year 2040), Design Load: HL 93, Features Intersected: BIG FISHING CREEK, Facility Carried by Structure: ON TSR 323
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.7 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: 43.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52477, Location: LAMAR (Lat: 41.007108, Lng: -77.533886), Route carried "on" structure: State highway , Year Built: 2015, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 560 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 472 (year 2040), Design Load: HL 93, Features Intersected: BIG FISHING CREEK, Facility Carried by Structure: ON TSR 323
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.7 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: 43.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 53638, Location: LAMAR (Lat: 41.012428, Lng: -77.535536), Route carried "on" structure: State highway 64, Year Built: 2016, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 5,986 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 7,382 (year 2040), Design Load: HL 93, Features Intersected: FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.766, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.1 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: 41.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53638, Location: LAMAR (Lat: 41.012428, Lng: -77.535536), Route carried "on" structure: State highway 64, Year Built: 2016, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 5,986 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 7,382 (year 2040), Design Load: HL 93, Features Intersected: FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.766, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.1 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: 41.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 57261, Location: LAMAR (Lat: 41.018117, Lng: -77.529861), Route carried "on" structure: State highway 64, Year Built: 2019, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 5,986 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HL 93, Features Intersected: BIG FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.622, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 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: 35.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 57261, Location: LAMAR (Lat: 41.018117, Lng: -77.529861), Route carried "on" structure: State highway 64, Year Built: 2019, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 5,986 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HL 93, Features Intersected: BIG FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.622, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 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: 35.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 12005, Location: 2 MI E EXIT 173 (Lat: 41.037569, Lng: -77.479878), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 434 (year 1998), Truck Traffic: 9%, Features Intersected: TSR 342 & FISHING CREEK, Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 12005, Location: 2 MI E EXIT 173 (Lat: 41.037569, Lng: -77.479878), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 434 (year 1998), Truck Traffic: 9%, Features Intersected: TSR 342 & FISHING CREEK, Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 12007, Location: 2 MI E EXIT 173 (Lat: 41.038083, Lng: -77.479053), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 434 (year 1998), Truck Traffic: 9%, Features Intersected: TSR 342 & FISHING CREEK, Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 12007, Location: 2 MI E EXIT 173 (Lat: 41.038083, Lng: -77.479053), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 434 (year 1998), Truck Traffic: 9%, Features Intersected: TSR 342 & FISHING CREEK, Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
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Structure Number: 4115, Location: EX 173 LAMAR INTERCHANGE (Lat: 41.031492, Lng: -77.518933), Route carried "under" structure: State highway 64, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 7,609 (year 2020), Truck Traffic: 8%, Features Intersected: SR 64-PA 64, Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 2.931, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)
Structure Number: 4115, Location: EX 173 LAMAR INTERCHANGE (Lat: 41.031492, Lng: -77.518933), Route carried "under" structure: State highway 64, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 7,609 (year 2020), Truck Traffic: 8%, Features Intersected: SR 64-PA 64, Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 2.931, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)
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Structure Number: 41328, Location: EX 173 LAMAR INTERCHANGE (Lat: 41.030844, Lng: -77.519456), Route carried "under" structure: State highway 64, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 7,609 (year 2020), Truck Traffic: 8%, Features Intersected: SR 64-PA 64, Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 2.931, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)
Structure Number: 41328, Location: EX 173 LAMAR INTERCHANGE (Lat: 41.030844, Lng: -77.519456), Route carried "under" structure: State highway 64, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 7,609 (year 2020), Truck Traffic: 8%, Features Intersected: SR 64-PA 64, Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 2.931, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.8m (124.0ft)