Bridge Statistics for Conyngham, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 151ft / 45.6mTotal length
- $2,110,000Total costs
- 141,840Total average daily traffic
- 44,617Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Conyngham
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 21950-1959
- 131960-1969
- 11990-1999
- 12000-2009
- 12010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 41990-1999
- Bridge Condition - Deck
- 6.7%Excellent
- 13.3%Very good
- 20.0%Good
- 13.3%Satisfactory
- 20.0%Fair
- 26.7%Poor
- Bridge Condition - Superstructure
- 13.3%Excellent
- 6.7%Very good
- 13.3%Good
- 13.3%Satisfactory
- 40.0%Fair
- 13.3%Poor
- Bridge Condition - Substructure
- 6.7%Excellent
- 26.7%Good
- 40.0%Satisfactory
- 26.7%Fair
- Bridge Condition - Channel
- 18.2%Good
- 18.2%Satisfactory
- 54.5%Fair
- 9.1%Poor
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Structure Number: 2365, Location: SUGARLOAF TWP OVER TR 93 (Lat: 41.026108, Lng: -76.079103), Route carried "on" structure: Interstate 80, Year Built: 1965, Year Reconstructed: 1990, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 18,628 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 19,591 (year 2032), Design Load: HS 20+Mod, Features Intersected: PA 93 TR 93 EXIT 256
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.253, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), 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: 15.1m (49.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $100,000, Total Project Cost: $456,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2365, Location: SUGARLOAF TWP OVER TR 93 (Lat: 41.026108, Lng: -76.079103), Route carried "on" structure: Interstate 80, Year Built: 1965, Year Reconstructed: 1990, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 18,628 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 19,591 (year 2032), Design Load: HS 20+Mod, Features Intersected: PA 93 TR 93 EXIT 256
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.253, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), 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: 15.1m (49.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $100,000, Total Project Cost: $456,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 23651, Location: SUGARLOAF TWP OVER TR 93 (Lat: 41.026389, Lng: -76.078969), Route carried "on" structure: Interstate 80, Year Built: 1965, Year Reconstructed: 1990, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 18,782 (year 2021), Truck Traffic: 37%, Average Future Daily Traffic: 19,384 (year 2032), Design Load: HS 20+Mod, Features Intersected: PA 93 TR 93 EXIT 253
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.290, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), 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: 15.1m (49.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 43.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $62,000, Roadway Improvement Cost: $183,000, Total Project Cost: $838,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 23651, Location: SUGARLOAF TWP OVER TR 93 (Lat: 41.026389, Lng: -76.078969), Route carried "on" structure: Interstate 80, Year Built: 1965, Year Reconstructed: 1990, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 18,782 (year 2021), Truck Traffic: 37%, Average Future Daily Traffic: 19,384 (year 2032), Design Load: HS 20+Mod, Features Intersected: PA 93 TR 93 EXIT 253
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.290, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), 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: 15.1m (49.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 43.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $62,000, Roadway Improvement Cost: $183,000, Total Project Cost: $838,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 23654, Location: BUTLER TWP .7 M W SR 0081 (Lat: 41.042603, Lng: -76.028828), Route carried "on" structure: State highway , Year Built: 1965, Year Reconstructed: 1990, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 408 (year 2032), Design Load: H 20, Features Intersected: SR 0080 I-80, Facility Carried by Structure: SR3101 ST JOHNS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $100,000, Total Project Cost: $300,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 23654, Location: BUTLER TWP .7 M W SR 0081 (Lat: 41.042603, Lng: -76.028828), Route carried "on" structure: State highway , Year Built: 1965, Year Reconstructed: 1990, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 408 (year 2032), Design Load: H 20, Features Intersected: SR 0080 I-80, Facility Carried by Structure: SR3101 ST JOHNS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $100,000, Total Project Cost: $300,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 24201, Location: HOLNBCK TWP 1.2M E SR3012 (Lat: 41.057675, Lng: -76.069550), Route carried "on" structure: State highway , Year Built: 1958, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 162 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 181 (year 2033), Design Load: HS 20, Features Intersected: WAPWALLOPEN CREEK, Facility Carried by Structure: SR 3011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.125, Lanes on structure: 2, Owner: State 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: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $100,000, Total Project Cost: $206,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24201, Location: HOLNBCK TWP 1.2M E SR3012 (Lat: 41.057675, Lng: -76.069550), Route carried "on" structure: State highway , Year Built: 1958, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 162 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 181 (year 2033), Design Load: HS 20, Features Intersected: WAPWALLOPEN CREEK, Facility Carried by Structure: SR 3011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.125, Lanes on structure: 2, Owner: State 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: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $100,000, Total Project Cost: $206,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24202, Location: HOLENBK TWP 1.5M E SR3012 (Lat: 41.058656, Lng: -76.065950), Route carried "on" structure: State highway , Year Built: 1996, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 162 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 181 (year 2033), Design Load: HS 25 or greater, Features Intersected: WAPWALLOPEN CREEK, Facility Carried by Structure: SR 3011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.218, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 78.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24202, Location: HOLENBK TWP 1.5M E SR3012 (Lat: 41.058656, Lng: -76.065950), Route carried "on" structure: State highway , Year Built: 1996, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 162 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 181 (year 2033), Design Load: HS 25 or greater, Features Intersected: WAPWALLOPEN CREEK, Facility Carried by Structure: SR 3011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.218, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 78.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 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: 24237, Location: SUGARLOAF TP .4M S SR3020 (Lat: 40.965464, Lng: -76.097758), Route carried "on" structure: State highway , Year Built: 1930, Year Reconstructed: 1992, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 502 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 821 (year 2032), Features Intersected: BLACK CREEK, Facility Carried by Structure: SR 3024
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.874, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24237, Location: SUGARLOAF TP .4M S SR3020 (Lat: 40.965464, Lng: -76.097758), Route carried "on" structure: State highway , Year Built: 1930, Year Reconstructed: 1992, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 502 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 821 (year 2032), Features Intersected: BLACK CREEK, Facility Carried by Structure: SR 3024
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.874, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 24242, Location: BUTLER TWP OVR I-81 NB&SB (Lat: 40.994889, Lng: -76.053878), Route carried "on" structure: State highway , Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 2,168 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 3,599 (year 2033), Design Load: HS 20, Features Intersected: SR 0081 I-81 NB&SB, Facility Carried by Structure: SR 3034
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.226, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, 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: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $165,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24242, Location: BUTLER TWP OVR I-81 NB&SB (Lat: 40.994889, Lng: -76.053878), Route carried "on" structure: State highway , Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 2,168 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 3,599 (year 2033), Design Load: HS 20, Features Intersected: SR 0081 I-81 NB&SB, Facility Carried by Structure: SR 3034
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.226, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, 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: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $165,000, 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: 2444, Location: NEAR T-431 INTERSECT (Lat: 41.004711, Lng: -76.133139), Route carried "on" structure: City street , Year Built: 1933, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 65 (year 2040), Features Intersected: NESCOPECK CREEK, Facility Carried by Structure: T-332 HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $36,000, Total Project Cost: $145,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2444, Location: NEAR T-431 INTERSECT (Lat: 41.004711, Lng: -76.133139), Route carried "on" structure: City street , Year Built: 1933, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 65 (year 2040), Features Intersected: NESCOPECK CREEK, Facility Carried by Structure: T-332 HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $36,000, Total Project Cost: $145,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 24443, Location: 1000' EAST OF SR 93 (Lat: 41.019122, Lng: -76.075653), Route carried "on" structure: City street 339, Year Built: 1959, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 150 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20, Features Intersected: NESCOPECK CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24443, Location: 1000' EAST OF SR 93 (Lat: 41.019122, Lng: -76.075653), Route carried "on" structure: City street 339, Year Built: 1959, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 150 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20, Features Intersected: NESCOPECK CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24444, Location: 1 MI EAST OF SR 93 (Lat: 41.017869, Lng: -76.058178), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 150 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2031), Design Load: HS 20, Features Intersected: TRIB. TO NESCOPECK CREEK, Facility Carried by Structure: KISENWETHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), 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: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Fair, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2019, Other Special Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24444, Location: 1 MI EAST OF SR 93 (Lat: 41.017869, Lng: -76.058178), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 150 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2031), Design Load: HS 20, Features Intersected: TRIB. TO NESCOPECK CREEK, Facility Carried by Structure: KISENWETHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), 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: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Fair, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2019, Other Special Inspection Date: October 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42322, Location: 1/2 MI NW OF CR 38 (Lat: 40.996447, Lng: -76.044061), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 170 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 225 (year 2031), Design Load: HS 25 or greater, Features Intersected: LITTLE NESCOPECK CREEK, Facility Carried by Structure: CENTER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 42322, Location: 1/2 MI NW OF CR 38 (Lat: 40.996447, Lng: -76.044061), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 170 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 225 (year 2031), Design Load: HS 25 or greater, Features Intersected: LITTLE NESCOPECK CREEK, Facility Carried by Structure: CENTER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 42331, Location: .4 MI S. OF ST. JOHNS RD. (Lat: 41.022492, Lng: -76.034286), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 2003, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 70 (year 2012), Average Future Daily Traffic: 90 (year 2032), Features Intersected: NESCOPECK CREEK, Facility Carried by Structure: DEEP HOLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), 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: 12.8m (42.0ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber
Structure Number: 42331, Location: .4 MI S. OF ST. JOHNS RD. (Lat: 41.022492, Lng: -76.034286), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 2003, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 70 (year 2012), Average Future Daily Traffic: 90 (year 2032), Features Intersected: NESCOPECK CREEK, Facility Carried by Structure: DEEP HOLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), 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: 12.8m (42.0ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber
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Structure Number: 46798, Location: 1 MI NORTH OF CR 40 (Lat: 41.015292, Lng: -76.080728), Route carried "on" structure: City street 7230, Year Built: 2011, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 80 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 105 (year 2031), Design Load: HL 93, Features Intersected: NESCOPECK CREEK, Facility Carried by Structure: T-388 N MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 26.8m (87.9ft), 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: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.1 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: 33.7 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: 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 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46798, Location: 1 MI NORTH OF CR 40 (Lat: 41.015292, Lng: -76.080728), Route carried "on" structure: City street 7230, Year Built: 2011, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 80 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 105 (year 2031), Design Load: HL 93, Features Intersected: NESCOPECK CREEK, Facility Carried by Structure: T-388 N MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 26.8m (87.9ft), 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: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.1 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: 33.7 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: 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 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: 67543, Location: SUGARLOAF TWP .8 M S I-80 (Lat: 41.014111, Lng: -76.078639), Route carried "on" structure: State highway 93, Year Built: 2020, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 12,687 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 16,866 (year 2032), Design Load: HL 93, Features Intersected: NESCOPECK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.921, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 53.1 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: 40.8 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 67543, Location: SUGARLOAF TWP .8 M S I-80 (Lat: 41.014111, Lng: -76.078639), Route carried "on" structure: State highway 93, Year Built: 2020, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 12,687 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 16,866 (year 2032), Design Load: HL 93, Features Intersected: NESCOPECK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.921, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 53.1 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: 40.8 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 68579, Location: 400 FT EAST OF SR 93 (Lat: 41.003325, Lng: -76.073306), Route carried "on" structure: County highway 37, Year Built: 2020, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 200 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 270 (year 2031), Design Load: HL 93, Features Intersected: Little Nescopeck Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 21.0m (68.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.3 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: 44.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, 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: 68579, Location: 400 FT EAST OF SR 93 (Lat: 41.003325, Lng: -76.073306), Route carried "on" structure: County highway 37, Year Built: 2020, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 200 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 270 (year 2031), Design Load: HL 93, Features Intersected: Little Nescopeck Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 21.0m (68.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.3 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: 44.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, 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: 2365, Location: SUGARLOAF TWP OVER TR 93 (Lat: 41.026108, Lng: -76.079103), Route carried "under" structure: State highway 93, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 2,750 (year 2021), Truck Traffic: 9%, Features Intersected: PA 93 TR 93 EXIT 256, Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 18.001, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 2365, Location: SUGARLOAF TWP OVER TR 93 (Lat: 41.026108, Lng: -76.079103), Route carried "under" structure: State highway 93, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 2,750 (year 2021), Truck Traffic: 9%, Features Intersected: PA 93 TR 93 EXIT 256, Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 18.001, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 2365, Location: SUGARLOAF TWP OVER TR 93 (Lat: 41.026108, Lng: -76.079103), Route carried "under" structure: State highway 93, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 2,750 (year 2021), Truck Traffic: 9%, Features Intersected: PA 93 TR 93 EXIT 256, Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 18.001, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 2365, Location: SUGARLOAF TWP OVER TR 93 (Lat: 41.026108, Lng: -76.079103), Route carried "under" structure: State highway 93, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 2,750 (year 2021), Truck Traffic: 9%, Features Intersected: PA 93 TR 93 EXIT 256, Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 18.001, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 23651, Location: SUGARLOAF TWP OVER TR 93 (Lat: 41.026389, Lng: -76.078969), Route carried "under" structure: State highway 93, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 2,750 (year 2021), Truck Traffic: 9%, Features Intersected: PA 93 TR 93 EXIT 253, Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 18.001, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 23651, Location: SUGARLOAF TWP OVER TR 93 (Lat: 41.026389, Lng: -76.078969), Route carried "under" structure: State highway 93, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 2,750 (year 2021), Truck Traffic: 9%, Features Intersected: PA 93 TR 93 EXIT 253, Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 18.001, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 23651, Location: SUGARLOAF TWP OVER TR 93 (Lat: 41.026389, Lng: -76.078969), Route carried "under" structure: State highway 93, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 2,750 (year 2021), Truck Traffic: 9%, Features Intersected: PA 93 TR 93 EXIT 253, Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 18.001, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 23651, Location: SUGARLOAF TWP OVER TR 93 (Lat: 41.026389, Lng: -76.078969), Route carried "under" structure: State highway 93, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 2,750 (year 2021), Truck Traffic: 9%, Features Intersected: PA 93 TR 93 EXIT 253, Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 18.001, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 23654, Location: BUTLER TWP .7 M W SR 0081 (Lat: 41.042603, Lng: -76.028828), Route carried "under" structure: Interstate 80, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 18,628 (year 2021), Truck Traffic: 36%, Features Intersected: SR 0080 I-80, Facility Carried by Structure: SR3101 ST JOHNS RD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 18.091, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 23654, Location: BUTLER TWP .7 M W SR 0081 (Lat: 41.042603, Lng: -76.028828), Route carried "under" structure: Interstate 80, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 18,628 (year 2021), Truck Traffic: 36%, Features Intersected: SR 0080 I-80, Facility Carried by Structure: SR3101 ST JOHNS RD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 18.091, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 23654, Location: BUTLER TWP .7 M W SR 0081 (Lat: 41.042603, Lng: -76.028828), Route carried "under" structure: Interstate 80, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 18,782 (year 2021), Truck Traffic: 37%, Features Intersected: SR 0080 I-80, Facility Carried by Structure: SR3101 ST JOHNS RD
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 18.079, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 23654, Location: BUTLER TWP .7 M W SR 0081 (Lat: 41.042603, Lng: -76.028828), Route carried "under" structure: Interstate 80, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 18,782 (year 2021), Truck Traffic: 37%, Features Intersected: SR 0080 I-80, Facility Carried by Structure: SR3101 ST JOHNS RD
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 18.079, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 24242, Location: BUTLER TWP OVR I-81 NB&SB (Lat: 40.994889, Lng: -76.053878), Route carried "under" structure: Interstate 81, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 19,648 (year 2021), Truck Traffic: 39%, Features Intersected: SR 0081 I-81 NB&SB, Facility Carried by Structure: SR 3034
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 14.256, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 24242, Location: BUTLER TWP OVR I-81 NB&SB (Lat: 40.994889, Lng: -76.053878), Route carried "under" structure: Interstate 81, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 19,648 (year 2021), Truck Traffic: 39%, Features Intersected: SR 0081 I-81 NB&SB, Facility Carried by Structure: SR 3034
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 14.256, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 24242, Location: BUTLER TWP OVR I-81 NB&SB (Lat: 40.994889, Lng: -76.053878), Route carried "under" structure: Interstate 81, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 19,371 (year 2021), Truck Traffic: 39%, Features Intersected: SR 0081 I-81 NB&SB, Facility Carried by Structure: SR 3034
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 14.204, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 24242, Location: BUTLER TWP OVR I-81 NB&SB (Lat: 40.994889, Lng: -76.053878), Route carried "under" structure: Interstate 81, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 19,371 (year 2021), Truck Traffic: 39%, Features Intersected: SR 0081 I-81 NB&SB, Facility Carried by Structure: SR 3034
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 14.204, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.2m (76.1ft)