Bridge Statistics for Portland, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 164ft / 50.2mTotal length
- $240,000Total costs
- 15,655Total average daily traffic
- 942Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Portland
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11930-1939
- 21950-1959
- 21980-1989
- 21990-1999
- 22000-2009
- 12020-2022
- Bridge Condition - Deck
- 14.3%Excellent
- 42.9%Good
- 28.6%Fair
- 14.3%Serious
- Bridge Condition - Superstructure
- 11.1%Excellent
- 22.2%Very good
- 22.2%Good
- 33.3%Fair
- 11.1%Serious
- Bridge Condition - Substructure
- 11.1%Excellent
- 44.4%Good
- 11.1%Satisfactory
- 22.2%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 20.0%Very good
- 10.0%Good
- 10.0%Satisfactory
- 50.0%Fair
- 10.0%Poor
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Structure Number: 28638, Location: PORTLAND (Lat: 40.921372, Lng: -75.095797), Route carried "on" structure: State highway 611, Year Built: 1907, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,868 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,493 (year 2032), Design Load: HS 20, Features Intersected: JACOBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.495, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $165,000
Structure Number: 28638, Location: PORTLAND (Lat: 40.921372, Lng: -75.095797), Route carried "on" structure: State highway 611, Year Built: 1907, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,868 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,493 (year 2032), Design Load: HS 20, Features Intersected: JACOBY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.495, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $165,000
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Structure Number: 28873, Location: NORTH OF PA 512 (Lat: 40.909775, Lng: -75.128372), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 125 (year 2020), Design Load: H 15, Features Intersected: TRIB. TO JACOBY CREEK, Facility Carried by Structure: T-701
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), 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: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28873, Location: NORTH OF PA 512 (Lat: 40.909775, Lng: -75.128372), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 125 (year 2020), Design Load: H 15, Features Intersected: TRIB. TO JACOBY CREEK, Facility Carried by Structure: T-701
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), 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: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28874, Location: EAST OF JOHNSONVILLE (Lat: 40.910044, Lng: -75.126956), Route carried "on" structure: City street , Year Built: 1930, Status: Closed, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 150 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 175 (year 2030), Design Load: HS 20, Features Intersected: JACOBY CREEK, Facility Carried by Structure: T-701
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Poor, 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28874, Location: EAST OF JOHNSONVILLE (Lat: 40.910044, Lng: -75.126956), Route carried "on" structure: City street , Year Built: 1930, Status: Closed, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 150 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 175 (year 2030), Design Load: HS 20, Features Intersected: JACOBY CREEK, Facility Carried by Structure: T-701
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Poor, 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28876, Location: NW OF PA 611 (Lat: 40.915450, Lng: -75.106714), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 150 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 175 (year 2030), Design Load: HS 20, Features Intersected: JACOBY CREEK, Facility Carried by Structure: MIDDLE VILLAGE RD
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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 28876, Location: NW OF PA 611 (Lat: 40.915450, Lng: -75.106714), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 150 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 175 (year 2030), Design Load: HS 20, Features Intersected: JACOBY CREEK, Facility Carried by Structure: MIDDLE VILLAGE RD
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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 28877, Location: NW OF PA 611 (Lat: 40.914114, Lng: -75.108344), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 200 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2030), Design Load: H 20, Features Intersected: JACOBY CREEK, Facility Carried by Structure: JACOBY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), 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: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $16,000, Total Project Cost: $75,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 28877, Location: NW OF PA 611 (Lat: 40.914114, Lng: -75.108344), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 200 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2030), Design Load: H 20, Features Intersected: JACOBY CREEK, Facility Carried by Structure: JACOBY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), 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: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $16,000, Total Project Cost: $75,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2888, Location: NW OF PA 611 (Lat: 40.910844, Lng: -75.112822), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 150 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20+Mod, Features Intersected: JACOBY CREEK, Facility Carried by Structure: JACOBY CREEK 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), 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: 8.2m (26.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2888, Location: NW OF PA 611 (Lat: 40.910844, Lng: -75.112822), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 150 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2030), Design Load: HS 20+Mod, Features Intersected: JACOBY CREEK, Facility Carried by Structure: JACOBY CREEK 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), 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: 8.2m (26.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28933, Location: PORTLAND BOROUGH (Lat: 40.921339, Lng: -75.092056), Route carried "on" structure: State highway 611, Year Built: 1952, Year Reconstructed: 1992, Status: Open, Structure Length: 39.90m (130.91ft), Average Daily Traffic: 6,400 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20, Features Intersected: PA 611;DEL RIVER; NS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: Local Toll Authority, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: September 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
Structure Number: 28933, Location: PORTLAND BOROUGH (Lat: 40.921339, Lng: -75.092056), Route carried "on" structure: State highway 611, Year Built: 1952, Year Reconstructed: 1992, Status: Open, Structure Length: 39.90m (130.91ft), Average Daily Traffic: 6,400 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 8,800 (year 2040), Design Load: HS 20, Features Intersected: PA 611;DEL RIVER; NS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: Local Toll Authority, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: September 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
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Structure Number: 45466, Location: NE OF JOHNSONVILLE (Lat: 40.909014, Lng: -75.131994), Route carried "on" structure: City street 7214, Year Built: 2006, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2025), Design Load: HL 93, Features Intersected: TRIB. TO JACOBY CREEK, Facility Carried by Structure: HEIDEN 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), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 45466, Location: NE OF JOHNSONVILLE (Lat: 40.909014, Lng: -75.131994), Route carried "on" structure: City street 7214, Year Built: 2006, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2025), Design Load: HL 93, Features Intersected: TRIB. TO JACOBY CREEK, Facility Carried by Structure: HEIDEN 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), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 45872, Location: NW OF MOUNT BETHEL (Lat: 40.917422, Lng: -75.138069), Route carried "on" structure: City street 7214, Year Built: 2009, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2019), Design Load: HL 93, Features Intersected: JACOBY CREEK, Facility Carried by Structure: SADDLE CREEK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 45872, Location: NW OF MOUNT BETHEL (Lat: 40.917422, Lng: -75.138069), Route carried "on" structure: City street 7214, Year Built: 2009, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2019), Design Load: HL 93, Features Intersected: JACOBY CREEK, Facility Carried by Structure: SADDLE CREEK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 68061, Location: PORTLAND BORO.,STATE ST. (Lat: 40.918089, Lng: -75.100028), Route carried "on" structure: State highway , Year Built: 2021, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 569 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 994 (year 2032), Design Load: HL 93, Features Intersected: Jacoby CR and Mill Race, Facility Carried by Structure: SR 1032 (LR 166)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 46.7 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: 36.0 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 68061, Location: PORTLAND BORO.,STATE ST. (Lat: 40.918089, Lng: -75.100028), Route carried "on" structure: State highway , Year Built: 2021, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 569 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 994 (year 2032), Design Load: HL 93, Features Intersected: Jacoby CR and Mill Race, Facility Carried by Structure: SR 1032 (LR 166)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 46.7 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: 36.0 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28933, Location: PORTLAND BOROUGH (Lat: 40.921339, Lng: -75.092056), Route carried "under" structure: State highway 611, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 3,868 (year 2020), Truck Traffic: 6%, Features Intersected: PA 611;DEL RIVER; NS RR
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 42.495, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 45.1m (148.0ft)
Structure Number: 28933, Location: PORTLAND BOROUGH (Lat: 40.921339, Lng: -75.092056), Route carried "under" structure: State highway 611, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 3,868 (year 2020), Truck Traffic: 6%, Features Intersected: PA 611;DEL RIVER; NS RR
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 42.495, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 45.1m (148.0ft)