Bridge Statistics for Belfast, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 164ft / 50.0mTotal length
- $2,360,000Total costs
- 161,118Total average daily traffic
- 21,021Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Belfast
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 11930-1939
- 11940-1949
- 121960-1969
- 61970-1979
- 11980-1989
- 11990-1999
- 12000-2009
- 22010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 41970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 25.0%Very good
- 43.8%Good
- 18.8%Satisfactory
- 12.5%Poor
- Bridge Condition - Superstructure
- 5.6%Very good
- 38.9%Good
- 38.9%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 5.6%Very good
- 50.0%Good
- 22.2%Satisfactory
- 22.2%Fair
- Bridge Condition - Channel
- 14.3%Very good
- 14.3%Good
- 42.9%Satisfactory
- 21.4%Fair
- 7.1%Poor
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
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Structure Number: 28509, Location: BELFAST INTERCHANGE (Lat: 40.778686, Lng: -75.282619), Route carried "on" structure: State highway 33, Year Built: 1969, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 19,459 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 21,401 (year 2032), Design Load: HS 20, Features Intersected: SR 1008(LR 48040)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.056, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28509, Location: BELFAST INTERCHANGE (Lat: 40.778686, Lng: -75.282619), Route carried "on" structure: State highway 33, Year Built: 1969, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 19,459 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 21,401 (year 2032), Design Load: HS 20, Features Intersected: SR 1008(LR 48040)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.056, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28511, Location: BELFAST INTERCHANGE (Lat: 40.778433, Lng: -75.282922), Route carried "on" structure: State highway 33, Year Built: 1969, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 17,910 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 22,252 (year 2032), Design Load: HS 20, Features Intersected: SR 1008(LR 48040)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.953, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28511, Location: BELFAST INTERCHANGE (Lat: 40.778433, Lng: -75.282922), Route carried "on" structure: State highway 33, Year Built: 1969, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 17,910 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 22,252 (year 2032), Design Load: HS 20, Features Intersected: SR 1008(LR 48040)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.953, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28512, Location: BELFAST INTERCHANGE (Lat: 40.780919, Lng: -75.284594), Route carried "on" structure: State highway 33, Year Built: 1969, Year Reconstructed: 1977, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 17,910 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 22,252 (year 2032), Design Load: HS 20, Features Intersected: SR 1012(LR 48087)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.953, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28512, Location: BELFAST INTERCHANGE (Lat: 40.780919, Lng: -75.284594), Route carried "on" structure: State highway 33, Year Built: 1969, Year Reconstructed: 1977, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 17,910 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 22,252 (year 2032), Design Load: HS 20, Features Intersected: SR 1012(LR 48087)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.953, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28513, Location: PA 33 OVER STATE PARK RD. (Lat: 40.799422, Lng: -75.294161), Route carried "on" structure: State highway 33, Year Built: 1969, Year Reconstructed: 1977, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 19,459 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 21,401 (year 2032), Design Load: HS 20, Features Intersected: SR 1003(LR 48106)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.549, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $124,000, Total Project Cost: $568,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28513, Location: PA 33 OVER STATE PARK RD. (Lat: 40.799422, Lng: -75.294161), Route carried "on" structure: State highway 33, Year Built: 1969, Year Reconstructed: 1977, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 19,459 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 21,401 (year 2032), Design Load: HS 20, Features Intersected: SR 1003(LR 48106)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.549, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $124,000, Total Project Cost: $568,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28515, Location: PA 33 OVER STATE PARK RD. (Lat: 40.799067, Lng: -75.294333), Route carried "on" structure: State highway 33, Year Built: 1969, Year Reconstructed: 1977, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 17,910 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 22,252 (year 2032), Design Load: HS 20, Features Intersected: SR 1003(LR 48106)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.434, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28515, Location: PA 33 OVER STATE PARK RD. (Lat: 40.799067, Lng: -75.294333), Route carried "on" structure: State highway 33, Year Built: 1969, Year Reconstructed: 1977, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 17,910 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 22,252 (year 2032), Design Load: HS 20, Features Intersected: SR 1003(LR 48106)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.434, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28652, Location: JACOBSBURG ROAD (Lat: 40.787517, Lng: -75.298933), Route carried "on" structure: State highway , Year Built: 1940, Year Reconstructed: 1978, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 3,119 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 4,276 (year 2032), Design Load: HS 20, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: SR 1001 (LR 48071)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.438, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $68,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28652, Location: JACOBSBURG ROAD (Lat: 40.787517, Lng: -75.298933), Route carried "on" structure: State highway , Year Built: 1940, Year Reconstructed: 1978, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 3,119 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 4,276 (year 2032), Design Load: HS 20, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: SR 1001 (LR 48071)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.438, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $68,000, 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: 28662, Location: FILETOWN ROAD (Lat: 40.771297, Lng: -75.279503), Route carried "on" structure: State highway , Year Built: 1970, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 918 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,081 (year 2032), Design Load: HS 20, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: SR 1006 (LR 48095)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.466, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 28662, Location: FILETOWN ROAD (Lat: 40.771297, Lng: -75.279503), Route carried "on" structure: State highway , Year Built: 1970, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 918 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,081 (year 2032), Design Load: HS 20, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: SR 1006 (LR 48095)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.466, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 28663, Location: FILETOWN RD.OVER PA.33 (Lat: 40.771883, Lng: -75.278031), Route carried "on" structure: State highway , Year Built: 1970, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 918 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,081 (year 2036), Design Load: HS 20, Features Intersected: PA 33(LR 1098), Facility Carried by Structure: SR 1006 (LR 48095)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.466, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.50m (31.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $54,000, Roadway Improvement Cost: $158,000, Total Project Cost: $724,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 28663, Location: FILETOWN RD.OVER PA.33 (Lat: 40.771883, Lng: -75.278031), Route carried "on" structure: State highway , Year Built: 1970, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 918 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,081 (year 2036), Design Load: HS 20, Features Intersected: PA 33(LR 1098), Facility Carried by Structure: SR 1006 (LR 48095)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.466, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.50m (31.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2019, Bridge Improvement Cost: $54,000, Roadway Improvement Cost: $158,000, Total Project Cost: $724,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 28665, Location: BELFAST RD. & KELLER RD. (Lat: 40.798417, Lng: -75.309150), Route carried "on" structure: State highway , Year Built: 1977, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,036 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,378 (year 2032), Design Load: HS 20, Features Intersected: SOBERS RUN, Facility Carried by Structure: SR 1010 (LR 48087)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.781, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28665, Location: BELFAST RD. & KELLER RD. (Lat: 40.798417, Lng: -75.309150), Route carried "on" structure: State highway , Year Built: 1977, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,036 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,378 (year 2032), Design Load: HS 20, Features Intersected: SOBERS RUN, Facility Carried by Structure: SR 1010 (LR 48087)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.781, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28666, Location: @ JACOBSBURG ENV.CENTER (Lat: 40.782469, Lng: -75.292456), Route carried "on" structure: State highway , Year Built: 1961, Year Reconstructed: 2018, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 1,633 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,257 (year 2032), Design Load: HL 93, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: SR 1012 (LR 48087)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.589, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.2 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: 48.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $126,000, Total Project Cost: $578,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28666, Location: @ JACOBSBURG ENV.CENTER (Lat: 40.782469, Lng: -75.292456), Route carried "on" structure: State highway , Year Built: 1961, Year Reconstructed: 2018, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 1,633 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,257 (year 2032), Design Load: HL 93, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: SR 1012 (LR 48087)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.589, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.2 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: 48.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $126,000, Total Project Cost: $578,000, 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: 2868, Location: 5 MI.SW OF BANGOR (Lat: 40.817292, Lng: -75.279458), Route carried "on" structure: State highway , Year Built: 1927, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 702 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,382 (year 2032), Design Load: HS 20, Features Intersected: TRIB.TO BUSHKILL CREEK, Facility Carried by Structure: SR 1016 (LR 48036)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.578, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $80,000, Total Project Cost: $368,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2868, Location: 5 MI.SW OF BANGOR (Lat: 40.817292, Lng: -75.279458), Route carried "on" structure: State highway , Year Built: 1927, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 702 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,382 (year 2032), Design Load: HS 20, Features Intersected: TRIB.TO BUSHKILL CREEK, Facility Carried by Structure: SR 1016 (LR 48036)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.578, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Bridge Improvement Cost: $27,000, Roadway Improvement Cost: $80,000, Total Project Cost: $368,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28809, Location: SOUTH OF BELFAST (Lat: 40.771917, Lng: -75.281128), Route carried "on" structure: City street , Year Built: 1937, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 10 (year 2010), Average Future Daily Traffic: 10 (year 2030), Design Load: H 15, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: OLD FILETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $12,000, Total Project Cost: $54,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 28809, Location: SOUTH OF BELFAST (Lat: 40.771917, Lng: -75.281128), Route carried "on" structure: City street , Year Built: 1937, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 10 (year 2010), Average Future Daily Traffic: 10 (year 2030), Design Load: H 15, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: OLD FILETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $12,000, Total Project Cost: $54,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 28861, Location: 1 M. EAST OF PA 115 (Lat: 40.800272, Lng: -75.265925), Route carried "on" structure: City street 609, Year Built: 1984, Year Reconstructed: 2014, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 200 (year 2010), Average Future Daily Traffic: 507 (year 2030), Design Load: HS 25 or greater, Features Intersected: LITTLE BUSHKILL CREEK, Facility Carried by Structure: JONES HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 12.8m (42.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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 minimum criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 28861, Location: 1 M. EAST OF PA 115 (Lat: 40.800272, Lng: -75.265925), Route carried "on" structure: City street 609, Year Built: 1984, Year Reconstructed: 2014, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 200 (year 2010), Average Future Daily Traffic: 507 (year 2030), Design Load: HS 25 or greater, Features Intersected: LITTLE BUSHKILL CREEK, Facility Carried by Structure: JONES HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 12.8m (42.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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 minimum criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 28862, Location: 1 M. EAST OF PA 191 (Lat: 40.773486, Lng: -75.260575), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 254 (year 2030), Design Load: HS 20, Features Intersected: LITTLE BUSHKILL CREEK, Facility Carried by Structure: GALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28862, Location: 1 M. EAST OF PA 191 (Lat: 40.773486, Lng: -75.260575), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 254 (year 2030), Design Load: HS 20, Features Intersected: LITTLE BUSHKILL CREEK, Facility Carried by Structure: GALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28863, Location: E. OF PA 191 (Lat: 40.783478, Lng: -75.262039), Route carried "on" structure: City street , Year Built: 1910, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 200 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 254 (year 2020), Design Load: HS 20, Features Intersected: LITTLE BUSHKILL CREEK, Facility Carried by Structure: ENGLER ROAD
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), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019
Structure Number: 28863, Location: E. OF PA 191 (Lat: 40.783478, Lng: -75.262039), Route carried "on" structure: City street , Year Built: 1910, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 200 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 254 (year 2020), Design Load: HS 20, Features Intersected: LITTLE BUSHKILL CREEK, Facility Carried by Structure: ENGLER ROAD
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), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019
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Structure Number: 40279, Location: VILLAGE OF EDELMANS (Lat: 40.793461, Lng: -75.264542), Route carried "on" structure: State highway 191, Year Built: 1998, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 6,601 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 9,969 (year 2032), Design Load: HS 25 or greater, Features Intersected: LITTLE BUSHKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.642, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40279, Location: VILLAGE OF EDELMANS (Lat: 40.793461, Lng: -75.264542), Route carried "on" structure: State highway 191, Year Built: 1998, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 6,601 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 9,969 (year 2032), Design Load: HS 25 or greater, Features Intersected: LITTLE BUSHKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.642, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 45817, Location: 1.5 MI N OF CHERRY HILL (Lat: 40.775908, Lng: -75.287286), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 730 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 426 (year 2032), Design Load: HL 93, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: SR 1008
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 8 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45817, Location: 1.5 MI N OF CHERRY HILL (Lat: 40.775908, Lng: -75.287286), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 730 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 426 (year 2032), Design Load: HL 93, Features Intersected: BUSHKILL CREEK, Facility Carried by Structure: SR 1008
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 8 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: December 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: 48207, Location: EAST OF BUSHKILL CENTER (Lat: 40.800386, Lng: -75.310636), Route carried "on" structure: City street 7203, Year Built: 2013, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2023), Design Load: HL 93, Features Intersected: TRIB.TO SOBER'S RUN, Facility Carried by Structure: KELLER ROAD
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), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 48207, Location: EAST OF BUSHKILL CENTER (Lat: 40.800386, Lng: -75.310636), Route carried "on" structure: City street 7203, Year Built: 2013, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2023), Design Load: HL 93, Features Intersected: TRIB.TO SOBER'S RUN, Facility Carried by Structure: KELLER ROAD
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), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.1 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 54485, Location: Rasleytown (Lat: 40.814886, Lng: -75.266414), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 330 (year 2027), Design Load: HL 93, Features Intersected: Little Bushkill Creek, Facility Carried by Structure: Rasleytown Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.0 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: 36.3 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 54485, Location: Rasleytown (Lat: 40.814886, Lng: -75.266414), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 330 (year 2027), Design Load: HL 93, Features Intersected: Little Bushkill Creek, Facility Carried by Structure: Rasleytown Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.0 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: 36.3 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 67461, Location: 1 MI. East of PA 115 (Lat: 40.813819, Lng: -75.271778), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2030), Design Load: HL 93, Features Intersected: Wind Gap Creek, Facility Carried by Structure: Getz Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 67461, Location: 1 MI. East of PA 115 (Lat: 40.813819, Lng: -75.271778), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2030), Design Load: HL 93, Features Intersected: Wind Gap Creek, Facility Carried by Structure: Getz Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28509, Location: BELFAST INTERCHANGE (Lat: 40.778686, Lng: -75.282619), Route carried "under" structure: State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 5,016 (year 2021), Truck Traffic: 5%, Features Intersected: SR 1008(LR 48040), Facility Carried by Structure: PA 33 NB(LR 1098)
Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 1.110, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 28509, Location: BELFAST INTERCHANGE (Lat: 40.778686, Lng: -75.282619), Route carried "under" structure: State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 5,016 (year 2021), Truck Traffic: 5%, Features Intersected: SR 1008(LR 48040), Facility Carried by Structure: PA 33 NB(LR 1098)
Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 1.110, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 2851, Location: BELFAST INTERCHANGE (Lat: 40.780864, Lng: -75.284078), Route carried "under" structure: Bypass State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,633 (year 2020), Truck Traffic: 6%, Features Intersected: SR 1012(LR 48087), Facility Carried by Structure: PA 33 NB(LR 1098)
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 1.202, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 2851, Location: BELFAST INTERCHANGE (Lat: 40.780864, Lng: -75.284078), Route carried "under" structure: Bypass State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,633 (year 2020), Truck Traffic: 6%, Features Intersected: SR 1012(LR 48087), Facility Carried by Structure: PA 33 NB(LR 1098)
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 1.202, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 28511, Location: BELFAST INTERCHANGE (Lat: 40.778433, Lng: -75.282922), Route carried "under" structure: State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 5,016 (year 2021), Truck Traffic: 5%, Features Intersected: SR 1008(LR 48040), Facility Carried by Structure: PA 33 SB(LR 48040)
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 1.110, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 28511, Location: BELFAST INTERCHANGE (Lat: 40.778433, Lng: -75.282922), Route carried "under" structure: State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 5,016 (year 2021), Truck Traffic: 5%, Features Intersected: SR 1008(LR 48040), Facility Carried by Structure: PA 33 SB(LR 48040)
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 1.110, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 28512, Location: BELFAST INTERCHANGE (Lat: 40.780919, Lng: -75.284594), Route carried "under" structure: State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,633 (year 2020), Truck Traffic: 6%, Features Intersected: SR 1012(LR 48087), Facility Carried by Structure: PA 33 SB(LR 1098)
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 1.202, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 28512, Location: BELFAST INTERCHANGE (Lat: 40.780919, Lng: -75.284594), Route carried "under" structure: State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,633 (year 2020), Truck Traffic: 6%, Features Intersected: SR 1012(LR 48087), Facility Carried by Structure: PA 33 SB(LR 1098)
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 1.202, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 28513, Location: PA 33 OVER STATE PARK RD. (Lat: 40.799422, Lng: -75.294161), Route carried "under" structure: State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 518 (year 2022), Truck Traffic: 6%, Features Intersected: SR 1003(LR 48106), Facility Carried by Structure: PA 33 NB(LR 1098)
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.900, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 28513, Location: PA 33 OVER STATE PARK RD. (Lat: 40.799422, Lng: -75.294161), Route carried "under" structure: State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 518 (year 2022), Truck Traffic: 6%, Features Intersected: SR 1003(LR 48106), Facility Carried by Structure: PA 33 NB(LR 1098)
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.900, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 28515, Location: PA 33 OVER STATE PARK RD. (Lat: 40.799067, Lng: -75.294333), Route carried "under" structure: State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 518 (year 2022), Truck Traffic: 6%, Features Intersected: SR 1003(LR 48106), Facility Carried by Structure: PA 33 SB(LR 1098)
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.900, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 28515, Location: PA 33 OVER STATE PARK RD. (Lat: 40.799067, Lng: -75.294333), Route carried "under" structure: State highway , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 518 (year 2022), Truck Traffic: 6%, Features Intersected: SR 1003(LR 48106), Facility Carried by Structure: PA 33 SB(LR 1098)
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.900, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 28663, Location: FILETOWN RD.OVER PA.33 (Lat: 40.771883, Lng: -75.278031), Route carried "under" structure: State highway 33, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 17,910 (year 2021), Truck Traffic: 15%, Features Intersected: PA 33(LR 1098), Facility Carried by Structure: SR 1006 (LR 48095)
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 16.129, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)
Structure Number: 28663, Location: FILETOWN RD.OVER PA.33 (Lat: 40.771883, Lng: -75.278031), Route carried "under" structure: State highway 33, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 17,910 (year 2021), Truck Traffic: 15%, Features Intersected: PA 33(LR 1098), Facility Carried by Structure: SR 1006 (LR 48095)
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 16.129, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)
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Structure Number: 28663, Location: FILETOWN RD.OVER PA.33 (Lat: 40.771883, Lng: -75.278031), Route carried "under" structure: State highway 33, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 19,459 (year 2021), Truck Traffic: 15%, Features Intersected: PA 33(LR 1098), Facility Carried by Structure: SR 1006 (LR 48095)
Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 16.216, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)
Structure Number: 28663, Location: FILETOWN RD.OVER PA.33 (Lat: 40.771883, Lng: -75.278031), Route carried "under" structure: State highway 33, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 19,459 (year 2021), Truck Traffic: 15%, Features Intersected: PA 33(LR 1098), Facility Carried by Structure: SR 1006 (LR 48095)
Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 16.216, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)