Bridge Statistics for Schellsburg, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 138ft / 42.1mTotal length
- $6,684,000Total costs
- 95,416Total average daily traffic
- 31,256Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Schellsburg
- No street view available for this location
- New bridges - historical statistics
- 2Before 1900
- 11910-1919
- 21930-1939
- 51950-1959
- 11960-1969
- 11970-1979
- 41990-1999
- 22000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 21990-1999
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 17.6%Very good
- 47.1%Good
- 23.5%Satisfactory
- 5.9%Fair
- 5.9%Poor
- Bridge Condition - Superstructure
- 41.2%Very good
- 17.6%Good
- 17.6%Satisfactory
- 17.6%Fair
- 5.9%Poor
- Bridge Condition - Substructure
- 11.8%Very good
- 35.3%Good
- 29.4%Satisfactory
- 23.5%Fair
- Bridge Condition - Channel
- 14.3%Very good
- 21.4%Good
- 28.6%Satisfactory
- 28.6%Fair
- 7.1%Poor
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Structure Number: 4052, Location: 1.4 MILE SOUTH OF TR 30 (Lat: 40.029761, Lng: -78.641997), Route carried "on" structure: State highway 96, Year Built: 1951, Year Reconstructed: 2011, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 599 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 781 (year 2032), Design Load: HL 93, Features Intersected: KEGG RUN & SHAWNEE LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.640, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 52.5 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $264,000, Total Project Cost: $1,016,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 4052, Location: 1.4 MILE SOUTH OF TR 30 (Lat: 40.029761, Lng: -78.641997), Route carried "on" structure: State highway 96, Year Built: 1951, Year Reconstructed: 2011, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 599 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 781 (year 2032), Design Load: HL 93, Features Intersected: KEGG RUN & SHAWNEE LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.640, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 52.5 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $264,000, Total Project Cost: $1,016,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 4335, Location: 2.8 MI.W.OF SCHELLSBURG (Lat: 40.039703, Lng: -78.688758), Route carried "on" structure: State highway , Year Built: 1959, Year Reconstructed: 2015, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 220 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 270 (year 2032), Design Load: HL 93, Features Intersected: BURNS CREEK, Facility Carried by Structure: SR 4001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 34.7 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: Better than present minimum 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: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, 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: 4335, Location: 2.8 MI.W.OF SCHELLSBURG (Lat: 40.039703, Lng: -78.688758), Route carried "on" structure: State highway , Year Built: 1959, Year Reconstructed: 2015, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 220 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 270 (year 2032), Design Load: HL 93, Features Intersected: BURNS CREEK, Facility Carried by Structure: SR 4001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 34.7 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: Better than present minimum 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: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, 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: 4336, Location: 2.5 MI.W.OF SCHELLSBURG (Lat: 40.048561, Lng: -78.686181), Route carried "on" structure: State highway , Year Built: 1939, Year Reconstructed: 2005, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 220 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 270 (year 2040), Design Load: HL 93, Features Intersected: BRANCH SHAWNEE CREEK, Facility Carried by Structure: SR 4001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.760, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $264,000, Total Project Cost: $737,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 4336, Location: 2.5 MI.W.OF SCHELLSBURG (Lat: 40.048561, Lng: -78.686181), Route carried "on" structure: State highway , Year Built: 1939, Year Reconstructed: 2005, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 220 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 270 (year 2040), Design Load: HL 93, Features Intersected: BRANCH SHAWNEE CREEK, Facility Carried by Structure: SR 4001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.760, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $264,000, Total Project Cost: $737,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 4403, Location: NEAR NEW BUENA VISTA (Lat: 40.005722, Lng: -78.686839), Route carried "on" structure: State highway , Year Built: 1994, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 137 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 189 (year 2032), Design Load: HS 25 or greater, Features Intersected: PA TURNPIKE(I-76);B-406A, Facility Carried by Structure: SR 4036(LR 49 SPA)
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: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $185,000, Total Project Cost: $849,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4403, Location: NEAR NEW BUENA VISTA (Lat: 40.005722, Lng: -78.686839), Route carried "on" structure: State highway , Year Built: 1994, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 137 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 189 (year 2032), Design Load: HS 25 or greater, Features Intersected: PA TURNPIKE(I-76);B-406A, Facility Carried by Structure: SR 4036(LR 49 SPA)
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: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $185,000, Total Project Cost: $849,000, 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: 4404, Location: EAST OF NEW BUENA VISTA (Lat: 40.009089, Lng: -78.679353), Route carried "on" structure: Interstate 76, Year Built: 1939, Year Reconstructed: 1989, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 30,600 (year 2004), Truck Traffic: 35%, Average Future Daily Traffic: 34,792 (year 2030), Design Load: HS 20+Mod, Features Intersected: SPICER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 36 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $104,000, Total Project Cost: $476,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4404, Location: EAST OF NEW BUENA VISTA (Lat: 40.009089, Lng: -78.679353), Route carried "on" structure: Interstate 76, Year Built: 1939, Year Reconstructed: 1989, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 30,600 (year 2004), Truck Traffic: 35%, Average Future Daily Traffic: 34,792 (year 2030), Design Load: HS 20+Mod, Features Intersected: SPICER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 36 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $104,000, Total Project Cost: $476,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4406, Location: EAST OF NEW BUENA VISTA (Lat: 40.006667, Lng: -78.671667), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 200 (year 1992), Truck Traffic: 9%, Average Future Daily Traffic: 315 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-76), Facility Carried by Structure: T-402 Diehl Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $89,000, Total Project Cost: $406,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4406, Location: EAST OF NEW BUENA VISTA (Lat: 40.006667, Lng: -78.671667), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 200 (year 1992), Truck Traffic: 9%, Average Future Daily Traffic: 315 (year 2030), Design Load: HS 20, Features Intersected: PA TPK (I-76), Facility Carried by Structure: T-402 Diehl Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $89,000, Total Project Cost: $406,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4502, Location: 2.5 MI.SW.OF SCHELLSBURG (Lat: 40.024417, Lng: -78.682283), Route carried "on" structure: City street , Year Built: 1910, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 120 (year 2020), Average Future Daily Traffic: 125 (year 2040), Features Intersected: KEGG RUN, Facility Carried by Structure: T-440,Skip Back Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $264,000, Total Project Cost: $974,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4502, Location: 2.5 MI.SW.OF SCHELLSBURG (Lat: 40.024417, Lng: -78.682283), Route carried "on" structure: City street , Year Built: 1910, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 120 (year 2020), Average Future Daily Traffic: 125 (year 2040), Features Intersected: KEGG RUN, Facility Carried by Structure: T-440,Skip Back Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $264,000, Total Project Cost: $974,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4521, Location: 3 MI.S.OF SCHELLSBURG (Lat: 40.009603, Lng: -78.648553), Route carried "on" structure: City street , Year Built: 1892, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 20 (year 2021), Average Future Daily Traffic: 26 (year 2041), Design Load: H 10, Features Intersected: RAYSTOWN BR.JUNIATA RIV., Facility Carried by Structure: T-418, FAUPEL ROAD
Minimum Vertical Clearance: 3.66m (12.01ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $264,000, Total Project Cost: $1,137,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 4521, Location: 3 MI.S.OF SCHELLSBURG (Lat: 40.009603, Lng: -78.648553), Route carried "on" structure: City street , Year Built: 1892, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 20 (year 2021), Average Future Daily Traffic: 26 (year 2041), Design Load: H 10, Features Intersected: RAYSTOWN BR.JUNIATA RIV., Facility Carried by Structure: T-418, FAUPEL ROAD
Minimum Vertical Clearance: 3.66m (12.01ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $264,000, Total Project Cost: $1,137,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 4522, Location: 1 MI.SW.OF SCHELLSBURG (Lat: 40.038097, Lng: -78.654350), Route carried "on" structure: City street , Year Built: 1866, Year Reconstructed: 1997, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 40 (year 2041), Design Load: HL 93, Features Intersected: SHAWNEE CREEK, Facility Carried by Structure: T-443, MILL ROAD
Minimum Vertical Clearance: 2.29m (7.51ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $73,000, Roadway Improvement Cost: $264,000, Total Project Cost: $989,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 4522, Location: 1 MI.SW.OF SCHELLSBURG (Lat: 40.038097, Lng: -78.654350), Route carried "on" structure: City street , Year Built: 1866, Year Reconstructed: 1997, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 40 (year 2041), Design Load: HL 93, Features Intersected: SHAWNEE CREEK, Facility Carried by Structure: T-443, MILL ROAD
Minimum Vertical Clearance: 2.29m (7.51ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $73,000, Roadway Improvement Cost: $264,000, Total Project Cost: $989,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 4523, Location: 2 MI.W.OF SCHELLSBURG (Lat: 40.048578, Lng: -78.676397), Route carried "on" structure: City street , Year Built: 1977, Year Reconstructed: 2019, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 52 (year 2021), Average Future Daily Traffic: 65 (year 2041), Design Load: HS 20, Features Intersected: SHAWNEE CREEK, Facility Carried by Structure: T473, ROSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4523, Location: 2 MI.W.OF SCHELLSBURG (Lat: 40.048578, Lng: -78.676397), Route carried "on" structure: City street , Year Built: 1977, Year Reconstructed: 2019, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 52 (year 2021), Average Future Daily Traffic: 65 (year 2041), Design Load: HS 20, Features Intersected: SHAWNEE CREEK, Facility Carried by Structure: T473, ROSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4524, Location: 3 MI.NE.OF SCHELLSBURG (Lat: 40.076850, Lng: -78.603294), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 41 (year 2020), Average Future Daily Traffic: 53 (year 2040), Design Load: HS 20, Features Intersected: TRIB to ADAMS RUN, Facility Carried by Structure: T-498, HARRISON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4524, Location: 3 MI.NE.OF SCHELLSBURG (Lat: 40.076850, Lng: -78.603294), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 41 (year 2020), Average Future Daily Traffic: 53 (year 2040), Design Load: HS 20, Features Intersected: TRIB to ADAMS RUN, Facility Carried by Structure: T-498, HARRISON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4557, Location: SHAWNEE STATE PARK (Lat: 40.025900, Lng: -78.637200), Route carried "on" structure: State lands road , Year Built: 1951, Year Reconstructed: 2021, Status: Closed, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 50 (year 2012), Average Future Daily Traffic: 70 (year 2032), Design Load: HS 20, Features Intersected: PA ROUTE 96, Facility Carried by Structure: CAMPING AREA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Inventory Rating: 87.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $22,000, Total Project Cost: $100,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4557, Location: SHAWNEE STATE PARK (Lat: 40.025900, Lng: -78.637200), Route carried "on" structure: State lands road , Year Built: 1951, Year Reconstructed: 2021, Status: Closed, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 50 (year 2012), Average Future Daily Traffic: 70 (year 2032), Design Load: HS 20, Features Intersected: PA ROUTE 96, Facility Carried by Structure: CAMPING AREA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Inventory Rating: 87.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $22,000, Total Project Cost: $100,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4558, Location: SHAWNEE LAKE STATE PARK (Lat: 40.031700, Lng: -78.636300), Route carried "on" structure: State lands road , Year Built: 1952, Year Reconstructed: 1996, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 1,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,340 (year 2032), Design Load: HS 20, Features Intersected: SHAWNEE LAKE, Facility Carried by Structure: MAIN RD BRIDGE #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4558, Location: SHAWNEE LAKE STATE PARK (Lat: 40.031700, Lng: -78.636300), Route carried "on" structure: State lands road , Year Built: 1952, Year Reconstructed: 1996, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 1,000 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,340 (year 2032), Design Load: HS 20, Features Intersected: SHAWNEE LAKE, Facility Carried by Structure: MAIN RD BRIDGE #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Underwater Inspection Date: March 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: 42038, Location: 1.5 MI N OF BUENA VISTA (Lat: 40.027681, Lng: -78.697169), Route carried "on" structure: State highway , Year Built: 2003, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 343 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 564 (year 2032), Design Load: HS 25 or greater, Features Intersected: KEGG RUN, Facility Carried by Structure: SR 3019
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.182, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42038, Location: 1.5 MI N OF BUENA VISTA (Lat: 40.027681, Lng: -78.697169), Route carried "on" structure: State highway , Year Built: 2003, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 343 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 564 (year 2032), Design Load: HS 25 or greater, Features Intersected: KEGG RUN, Facility Carried by Structure: SR 3019
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.182, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 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: 42333, Location: 1 MI.N.NEW BUENA VISTA (Lat: 40.013542, Lng: -78.696003), Route carried "on" structure: State highway , Year Built: 2004, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 343 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 564 (year 2032), Design Load: HS 25 or greater, Features Intersected: SPICER BROOK, Facility Carried by Structure: SR 3019
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.746, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), 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: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
Structure Number: 42333, Location: 1 MI.N.NEW BUENA VISTA (Lat: 40.013542, Lng: -78.696003), Route carried "on" structure: State highway , Year Built: 2004, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 343 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 564 (year 2032), Design Load: HS 25 or greater, Features Intersected: SPICER BROOK, Facility Carried by Structure: SR 3019
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.746, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), 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: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
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Structure Number: 53613, Location: 2.3 MI.W.OF SHELLSBURG (Lat: 40.041933, Lng: -78.679561), Route carried "on" structure: US 30, Year Built: 2016, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 2,057 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 2,295 (year 2037), Design Load: HL 93, Features Intersected: SHAWNEE BRANCH, Facility Carried by Structure: LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.521, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53613, Location: 2.3 MI.W.OF SHELLSBURG (Lat: 40.041933, Lng: -78.679561), Route carried "on" structure: US 30, Year Built: 2016, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 2,057 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 2,295 (year 2037), Design Load: HL 93, Features Intersected: SHAWNEE BRANCH, Facility Carried by Structure: LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.521, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 53685, Location: 0.5 MI SE NEW BUENA VISTA (Lat: 40.006103, Lng: -78.675106), Route carried "on" structure: State highway 31, Year Built: 2016, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 1,028 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 1,387 (year 2036), Design Load: HL 93, Features Intersected: RAYSTOWN BR JUNIATA RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.079, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 39.2 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.18m (13.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53685, Location: 0.5 MI SE NEW BUENA VISTA (Lat: 40.006103, Lng: -78.675106), Route carried "on" structure: State highway 31, Year Built: 2016, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 1,028 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 1,387 (year 2036), Design Load: HL 93, Features Intersected: RAYSTOWN BR JUNIATA RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.079, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 39.2 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.18m (13.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 4403, Location: NEAR NEW BUENA VISTA (Lat: 40.005722, Lng: -78.686839), Route carried "under" structure: Interstate 76, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 27,137 (year 1997), Truck Traffic: 34%, Features Intersected: PA TURNPIKE(I-76);B-406A, Facility Carried by Structure: SR 4036(LR 49 SPA)
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 4403, Location: NEAR NEW BUENA VISTA (Lat: 40.005722, Lng: -78.686839), Route carried "under" structure: Interstate 76, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 27,137 (year 1997), Truck Traffic: 34%, Features Intersected: PA TURNPIKE(I-76);B-406A, Facility Carried by Structure: SR 4036(LR 49 SPA)
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
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Structure Number: 4406, Location: EAST OF NEW BUENA VISTA (Lat: 40.006667, Lng: -78.671667), Route carried "under" structure: Interstate 76, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 30,600 (year 2004), Truck Traffic: 35%, Features Intersected: PA TPK (I-76), Facility Carried by Structure: T-402 Diehl Rd
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 4406, Location: EAST OF NEW BUENA VISTA (Lat: 40.006667, Lng: -78.671667), Route carried "under" structure: Interstate 76, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 30,600 (year 2004), Truck Traffic: 35%, Features Intersected: PA TPK (I-76), Facility Carried by Structure: T-402 Diehl Rd
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 4557, Location: SHAWNEE STATE PARK (Lat: 40.025900, Lng: -78.637200), Route carried "under" structure: State highway 96, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 599 (year 2020), Truck Traffic: 6%, Features Intersected: PA ROUTE 96, Facility Carried by Structure: CAMPING AREA RD
Minimum Vertical Clearance: 7.21m (23.65ft), Kilometerpoint: 38.047, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.3m (37.1ft)
Structure Number: 4557, Location: SHAWNEE STATE PARK (Lat: 40.025900, Lng: -78.637200), Route carried "under" structure: State highway 96, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 599 (year 2020), Truck Traffic: 6%, Features Intersected: PA ROUTE 96, Facility Carried by Structure: CAMPING AREA RD
Minimum Vertical Clearance: 7.21m (23.65ft), Kilometerpoint: 38.047, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.3m (37.1ft)