Bridge Statistics for Plumsteadville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 151ft / 45.7mTotal length
- $5,126,000Total costs
- 70,130Total average daily traffic
- 4,918Total average daily truck traffic
- 90,420Total future (year 2011) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Plumsteadville
- No street view available for this location
- New bridges - historical statistics
- 5Before 1900
- 21910-1919
- 41920-1929
- 51930-1939
- 11950-1959
- 11980-1989
- 11990-1999
- 32000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 11960-1969
- 01970-1979
- 11980-1989
- 11990-1999
- 32000-2009
- Bridge Condition - Deck
- 5.6%Excellent
- 5.6%Very good
- 22.2%Good
- 44.4%Satisfactory
- 16.7%Fair
- 5.6%Poor
- Bridge Condition - Superstructure
- 4.8%Excellent
- 14.3%Very good
- 14.3%Good
- 9.5%Satisfactory
- 52.4%Fair
- 4.8%Poor
- Bridge Condition - Substructure
- 4.8%Excellent
- 9.5%Very good
- 9.5%Good
- 28.6%Satisfactory
- 38.1%Fair
- 9.5%Poor
- Bridge Condition - Channel
- 21.7%Satisfactory
- 39.1%Fair
- 39.1%Poor
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Fair
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Structure Number: 6888, Location: SOUTH OF OTTSVILLE 16G01 (Lat: 40.442747, Lng: -75.161167), Route carried "on" structure: State highway 113, Year Built: 1931, Year Reconstructed: 1991, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 2,383 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,844 (year 2032), Design Load: HS 25 or greater, Features Intersected: TOHICKON CREEK, Facility Carried by Structure: BEDMINSTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.768, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6888, Location: SOUTH OF OTTSVILLE 16G01 (Lat: 40.442747, Lng: -75.161167), Route carried "on" structure: State highway 113, Year Built: 1931, Year Reconstructed: 1991, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 2,383 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,844 (year 2032), Design Load: HS 25 or greater, Features Intersected: TOHICKON CREEK, Facility Carried by Structure: BEDMINSTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.768, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6985, Location: FOUNTAINVILLE 22G05 (Lat: 40.347592, Lng: -75.161661), Route carried "on" structure: State highway 313, Year Built: 1920, Year Reconstructed: 1941, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 18,958 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 22,673 (year 2032), Design Load: H 20, Features Intersected: NORTH BR.NESHAMINY CREEK, Facility Carried by Structure: DUBLIN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.192, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 6985, Location: FOUNTAINVILLE 22G05 (Lat: 40.347592, Lng: -75.161661), Route carried "on" structure: State highway 313, Year Built: 1920, Year Reconstructed: 1941, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 18,958 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 22,673 (year 2032), Design Load: H 20, Features Intersected: NORTH BR.NESHAMINY CREEK, Facility Carried by Structure: DUBLIN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.192, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 7036, Location: .5MI.TO LR-09075 17D12 (Lat: 40.383125, Lng: -75.111764), Route carried "on" structure: State highway 413, Year Built: 1931, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,966 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 8,722 (year 2032), Design Load: H 20, Features Intersected: NORTH BR.NESHAMINY CREEK, Facility Carried by Structure: DURHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.519, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $9,000, Total Project Cost: $41,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7036, Location: .5MI.TO LR-09075 17D12 (Lat: 40.383125, Lng: -75.111764), Route carried "on" structure: State highway 413, Year Built: 1931, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,966 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 8,722 (year 2032), Design Load: H 20, Features Intersected: NORTH BR.NESHAMINY CREEK, Facility Carried by Structure: DURHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.519, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $9,000, Total Project Cost: $41,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7038, Location: .5MILES LR-09060 16K05 (Lat: 40.418872, Lng: -75.137453), Route carried "on" structure: State highway 413, Year Built: 1938, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,221 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 6,024 (year 2032), Design Load: HS 20, Features Intersected: CABIN RUN, Facility Carried by Structure: DURHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.226, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $23,000, Total Project Cost: $106,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7038, Location: .5MILES LR-09060 16K05 (Lat: 40.418872, Lng: -75.137453), Route carried "on" structure: State highway 413, Year Built: 1938, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,221 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 6,024 (year 2032), Design Load: HS 20, Features Intersected: CABIN RUN, Facility Carried by Structure: DURHAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.226, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $23,000, Total Project Cost: $106,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7074, Location: 2MI.S.PLUMSTEADVI. 22J02 (Lat: 40.363019, Lng: -75.142319), Route carried "on" structure: State highway 611, Year Built: 1939, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 15,977 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 21,047 (year 2032), Design Load: H 20, Features Intersected: NORTH BR.NESHAMINY CREEK, Facility Carried by Structure: EASTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.366, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 57.2 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $104,000, Total Project Cost: $476,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7074, Location: 2MI.S.PLUMSTEADVI. 22J02 (Lat: 40.363019, Lng: -75.142319), Route carried "on" structure: State highway 611, Year Built: 1939, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 15,977 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 21,047 (year 2032), Design Load: H 20, Features Intersected: NORTH BR.NESHAMINY CREEK, Facility Carried by Structure: EASTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.366, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 57.2 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $104,000, Total Project Cost: $476,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7077, Location: 1.MI.N.PIPERSVILLE 16K02 (Lat: 40.434069, Lng: -75.141194), Route carried "on" structure: State highway 611, Year Built: 1950, Year Reconstructed: 2008, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 12,722 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 14,416 (year 2032), Design Load: HL 93, Features Intersected: DEEP RUN, Facility Carried by Structure: EASTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.260, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.70m (21.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $404,000, Total Project Cost: $1,852,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7077, Location: 1.MI.N.PIPERSVILLE 16K02 (Lat: 40.434069, Lng: -75.141194), Route carried "on" structure: State highway 611, Year Built: 1950, Year Reconstructed: 2008, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 12,722 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 14,416 (year 2032), Design Load: HL 93, Features Intersected: DEEP RUN, Facility Carried by Structure: EASTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.260, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.70m (21.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $404,000, Total Project Cost: $1,852,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7103, Location: CARVERSVILLE 18A11/2811K9 (Lat: 40.386353, Lng: -75.062778), Route carried "on" structure: State highway , Year Built: 1854, Year Reconstructed: 2011, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,873 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 3,300 (year 2032), Design Load: H 15, Features Intersected: PAUNNACUSSING CREEK, Facility Carried by Structure: CARVER-WISMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.769, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 49.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $105,000, Total Project Cost: $483,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7103, Location: CARVERSVILLE 18A11/2811K9 (Lat: 40.386353, Lng: -75.062778), Route carried "on" structure: State highway , Year Built: 1854, Year Reconstructed: 2011, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,873 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 3,300 (year 2032), Design Load: H 15, Features Intersected: PAUNNACUSSING CREEK, Facility Carried by Structure: CARVER-WISMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.769, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 49.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $105,000, Total Project Cost: $483,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7107, Location: SOUTH OF WISMER 17E07 (Lat: 40.409992, Lng: -75.104406), Route carried "on" structure: State highway , Year Built: 1885, Year Reconstructed: 2005, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,392 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 944 (year 2032), Design Load: H 15, Features Intersected: GADDES RUN, Facility Carried by Structure: CARVER-WISMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.144, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $96,000, Total Project Cost: $441,000
Structure Number: 7107, Location: SOUTH OF WISMER 17E07 (Lat: 40.409992, Lng: -75.104406), Route carried "on" structure: State highway , Year Built: 1885, Year Reconstructed: 2005, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,392 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 944 (year 2032), Design Load: H 15, Features Intersected: GADDES RUN, Facility Carried by Structure: CARVER-WISMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.144, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $96,000, Total Project Cost: $441,000
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Structure Number: 7108, Location: PIPERSVILLE 17B04 (Lat: 40.422992, Lng: -75.127667), Route carried "on" structure: State highway , Year Built: 1874, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 535 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 448 (year 2032), Design Load: H 15, Features Intersected: CABIN RUN (COVERED BRDG), Facility Carried by Structure: CARVER-WISMER ROAD
Minimum Vertical Clearance: 3.53m (11.58ft), Kilometerpoint: 19.970, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $26,000, Total Project Cost: $119,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 7108, Location: PIPERSVILLE 17B04 (Lat: 40.422992, Lng: -75.127667), Route carried "on" structure: State highway , Year Built: 1874, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 535 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 448 (year 2032), Design Load: H 15, Features Intersected: CABIN RUN (COVERED BRDG), Facility Carried by Structure: CARVER-WISMER ROAD
Minimum Vertical Clearance: 3.53m (11.58ft), Kilometerpoint: 19.970, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $26,000, Total Project Cost: $119,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 7111, Location: CARVERSVILLE 18A11 (Lat: 40.387833, Lng: -75.062717), Route carried "on" structure: State highway , Year Built: 1884, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 123 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 536 (year 2032), Design Load: H 15, Features Intersected: PAUNNACUSSING CREEK, Facility Carried by Structure: FLEECY DALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.608, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $146,000, Total Project Cost: $670,000
Structure Number: 7111, Location: CARVERSVILLE 18A11 (Lat: 40.387833, Lng: -75.062717), Route carried "on" structure: State highway , Year Built: 1884, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 123 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 536 (year 2032), Design Load: H 15, Features Intersected: PAUNNACUSSING CREEK, Facility Carried by Structure: FLEECY DALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.608, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $146,000, Total Project Cost: $670,000
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Structure Number: 7133, Location: WEST OF TR 611 16G05 (Lat: 40.420214, Lng: -75.159861), Route carried "on" structure: State highway , Year Built: 1990, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 358 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 945 (year 2032), Design Load: HS 25 or greater, Features Intersected: DEEP RUN, Facility Carried by Structure: QUARRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.102, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 48.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7133, Location: WEST OF TR 611 16G05 (Lat: 40.420214, Lng: -75.159861), Route carried "on" structure: State highway , Year Built: 1990, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 358 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 945 (year 2032), Design Load: HS 25 or greater, Features Intersected: DEEP RUN, Facility Carried by Structure: QUARRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.102, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 48.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7541, Location: PLUMSTEAD TWP. 2922-K1 (Lat: 40.374894, Lng: -75.124758), Route carried "on" structure: City street , Year Built: 1924, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 100 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 70 (year 2011), Features Intersected: NORTH BR.NESHAMINY CREEK, Facility Carried by Structure: VALLEY PARK 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: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, 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: Bituminous
Structure Number: 7541, Location: PLUMSTEAD TWP. 2922-K1 (Lat: 40.374894, Lng: -75.124758), Route carried "on" structure: City street , Year Built: 1924, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 100 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 70 (year 2011), Features Intersected: NORTH BR.NESHAMINY CREEK, Facility Carried by Structure: VALLEY PARK 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: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, 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: Bituminous
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Structure Number: 7547, Location: 0.2MI SW SR0313 2922-C5 (Lat: 40.349656, Lng: -75.171022), Route carried "on" structure: City street , Year Built: 1912, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 500 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2034), Features Intersected: HERKAKEN CREEK, Facility Carried by Structure: KING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $23,000, Total Project Cost: $107,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7547, Location: 0.2MI SW SR0313 2922-C5 (Lat: 40.349656, Lng: -75.171022), Route carried "on" structure: City street , Year Built: 1912, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 500 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2034), Features Intersected: HERKAKEN CREEK, Facility Carried by Structure: KING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $23,000, Total Project Cost: $107,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7548, Location: 2 Mi NE PA-413 2811-E4 (Lat: 40.415797, Lng: -75.095100), Route carried "on" structure: City street , Year Built: 1937, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 150 (year 2001), Truck Traffic: 3%, Average Future Daily Traffic: 210 (year 2016), Features Intersected: Geddes Run, Facility Carried by Structure: Groveland Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.3 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $6,000, Total Project Cost: $28,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7548, Location: 2 Mi NE PA-413 2811-E4 (Lat: 40.415797, Lng: -75.095100), Route carried "on" structure: City street , Year Built: 1937, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 150 (year 2001), Truck Traffic: 3%, Average Future Daily Traffic: 210 (year 2016), Features Intersected: Geddes Run, Facility Carried by Structure: Groveland Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.3 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $6,000, Total Project Cost: $28,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7549, Location: 0.6MI W SR611 ADC 2810-F3 (Lat: 40.423400, Lng: -75.154600), Route carried "on" structure: City street , Year Built: 1912, Year Reconstructed: 1966, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 100 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2015), Features Intersected: DEEP RUN, Facility Carried by Structure: ROLLING HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Underwater Inspection Date: September 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $17,000, Total Project Cost: $78,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7549, Location: 0.6MI W SR611 ADC 2810-F3 (Lat: 40.423400, Lng: -75.154600), Route carried "on" structure: City street , Year Built: 1912, Year Reconstructed: 1966, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 100 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2015), Features Intersected: DEEP RUN, Facility Carried by Structure: ROLLING HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Underwater Inspection Date: September 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $17,000, Total Project Cost: $78,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 755, Location: PLUMSTEAD TOWNSHIP 17D03 (Lat: 40.432000, Lng: -75.112500), Route carried "on" structure: City street , Year Built: 1871, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 100 (year 2001), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2011), Features Intersected: CABIN RUN, Facility Carried by Structure: COVERED BRIDGE RD
Minimum Vertical Clearance: 3.61m (11.84ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 6.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $57,000, Total Project Cost: $173,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 755, Location: PLUMSTEAD TOWNSHIP 17D03 (Lat: 40.432000, Lng: -75.112500), Route carried "on" structure: City street , Year Built: 1871, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 100 (year 2001), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2011), Features Intersected: CABIN RUN, Facility Carried by Structure: COVERED BRIDGE RD
Minimum Vertical Clearance: 3.61m (11.84ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 6.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $57,000, Total Project Cost: $173,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 7553, Location: BEDMINSTER;TINICUM 16K02 (Lat: 40.435961, Lng: -75.139725), Route carried "on" structure: City street , Year Built: 1925, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 100 (year 2001), Average Future Daily Traffic: 140 (year 2011), Features Intersected: TOHICKON CREEK, Facility Carried by Structure: GRUVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $104,000, Total Project Cost: $477,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7553, Location: BEDMINSTER;TINICUM 16K02 (Lat: 40.435961, Lng: -75.139725), Route carried "on" structure: City street , Year Built: 1925, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 100 (year 2001), Average Future Daily Traffic: 140 (year 2011), Features Intersected: TOHICKON CREEK, Facility Carried by Structure: GRUVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $104,000, Total Project Cost: $477,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 427, Location: AT STOVER'S MILL 17B02 (Lat: 40.438447, Lng: -75.124214), Route carried "on" structure: State highway , Year Built: 2004, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,981 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,267 (year 2032), Design Load: HL 93, Features Intersected: TOHICKON CREEK/ 2699-A10, Facility Carried by Structure: DARK HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.282, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 427, Location: AT STOVER'S MILL 17B02 (Lat: 40.438447, Lng: -75.124214), Route carried "on" structure: State highway , Year Built: 2004, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,981 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,267 (year 2032), Design Load: HL 93, Features Intersected: TOHICKON CREEK/ 2699-A10, Facility Carried by Structure: DARK HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.282, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 43576, Location: PLUMSTEADVILLE 2810E07 (Lat: 40.394606, Lng: -75.156061), Route carried "on" structure: State highway , Year Built: 2006, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,346 (year 2032), Design Load: HS 25 or greater, Features Intersected: CABIN RUN, Facility Carried by Structure: KELLERS CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.924, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: July 2021
Structure Number: 43576, Location: PLUMSTEADVILLE 2810E07 (Lat: 40.394606, Lng: -75.156061), Route carried "on" structure: State highway , Year Built: 2006, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,346 (year 2032), Design Load: HS 25 or greater, Features Intersected: CABIN RUN, Facility Carried by Structure: KELLERS CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.924, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: July 2021
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Structure Number: 45131, Location: BEDMINSTER TWP. 2810B05 (Lat: 40.412542, Lng: -75.175606), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 591 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 949 (year 2032), Design Load: HL 93, Features Intersected: DEEP RUN, Facility Carried by Structure: KELLERS CHURCH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.888, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Fair, Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45131, Location: BEDMINSTER TWP. 2810B05 (Lat: 40.412542, Lng: -75.175606), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 591 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 949 (year 2032), Design Load: HL 93, Features Intersected: DEEP RUN, Facility Carried by Structure: KELLERS CHURCH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.888, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Fair, Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 48065, Location: 0.5 Mi E. PA611 2922-H2 (Lat: 40.365511, Lng: -75.139000), Route carried "on" structure: Other road , Year Built: 1922, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 400 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 502 (year 2032), Design Load: HS 20, Features Intersected: NORTH BR. NESHAMANY CRK., Facility Carried by Structure: OLD EASTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2019, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 48065, Location: 0.5 Mi E. PA611 2922-H2 (Lat: 40.365511, Lng: -75.139000), Route carried "on" structure: Other road , Year Built: 1922, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 400 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 502 (year 2032), Design Load: HS 20, Features Intersected: NORTH BR. NESHAMANY CRK., Facility Carried by Structure: OLD EASTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2019, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 48538, Location: 1.3 Mi S. PA-32 2811-J6 (Lat: 40.405831, Lng: -75.072972), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 150 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 187 (year 2034), Design Load: HS 25 or greater, Features Intersected: HICKORY CREEK, Facility Carried by Structure: TOLLGATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Fair, Culverts: 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: 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: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 48538, Location: 1.3 Mi S. PA-32 2811-J6 (Lat: 40.405831, Lng: -75.072972), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 150 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 187 (year 2034), Design Load: HS 25 or greater, Features Intersected: HICKORY CREEK, Facility Carried by Structure: TOLLGATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Fair, Culverts: 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: 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: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5448, Location: .2 MI SW Rt 313 2922 C5 (Lat: 40.348061, Lng: -75.169275), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 750 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 850 (year 2037), Design Load: HL 93, Features Intersected: N.BRANCH NESHAMINY CREEK, Facility Carried by Structure: NEW GALENA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5448, Location: .2 MI SW Rt 313 2922 C5 (Lat: 40.348061, Lng: -75.169275), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 750 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 850 (year 2037), Design Load: HL 93, Features Intersected: N.BRANCH NESHAMINY CREEK, Facility Carried by Structure: NEW GALENA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing