Bridge Statistics for Montgomeryville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 92ft / 28.1mTotal length
- $3,094,000Total costs
- 236,630Total average daily traffic
- 13,694Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Montgomeryville
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11950-1959
- 11970-1979
- 21980-1989
- 102010-2019
- Reconstructed bridges - Historical Statistics
- 21950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 41.7%Very good
- 33.3%Good
- 8.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 58.3%Very good
- 8.3%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 33.3%Very good
- 25.0%Good
- 8.3%Satisfactory
- 25.0%Fair
- 8.3%Poor
- Bridge Condition - Channel
- 21.4%Very good
- 7.1%Good
- 7.1%Satisfactory
- 28.6%Fair
- 35.7%Poor
- Bridge Condition - Culverts
- 66.7%Very good
- 33.3%Satisfactory
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Structure Number: 7493, Location: 1.3 MI NE SR309 3033-B5 (Lat: 40.281394, Lng: -75.239197), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 1,800 (year 2001), Average Future Daily Traffic: 2,380 (year 2011), Features Intersected: WEST BR. NESHAMINY CREEK, Facility Carried by Structure: SCHOOL HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7493, Location: 1.3 MI NE SR309 3033-B5 (Lat: 40.281394, Lng: -75.239197), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 1,800 (year 2001), Average Future Daily Traffic: 2,380 (year 2011), Features Intersected: WEST BR. NESHAMINY CREEK, Facility Carried by Structure: SCHOOL HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 27399, Location: S. CO. LINE 17C7/3032K8 (Lat: 40.265406, Lng: -75.253064), Route carried "on" structure: State highway 309, Year Built: 1934, Year Reconstructed: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 29,773 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 32,097 (year 2032), Design Load: H 20, Features Intersected: W. BR. NESHAMINY CREEK, Facility Carried by Structure: BETHLEHEM PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.964, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, 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: Meets minimum limits, 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $116,000, Total Project Cost: $531,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27399, Location: S. CO. LINE 17C7/3032K8 (Lat: 40.265406, Lng: -75.253064), Route carried "on" structure: State highway 309, Year Built: 1934, Year Reconstructed: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 29,773 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 32,097 (year 2032), Design Load: H 20, Features Intersected: W. BR. NESHAMINY CREEK, Facility Carried by Structure: BETHLEHEM PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.964, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, 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: Meets minimum limits, 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $116,000, Total Project Cost: $531,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 274, Location: S OF CO. LINE 17B6/3032J7 (Lat: 40.273342, Lng: -75.258267), Route carried "on" structure: State highway 309, Year Built: 1934, Year Reconstructed: 1963, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 28,181 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 39,815 (year 2032), Design Load: H 20, Features Intersected: W. BR. NESHAMINY CREEK, Facility Carried by Structure: BETHLEHEM PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.842, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $503,000, Total Project Cost: $2,306,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 274, Location: S OF CO. LINE 17B6/3032J7 (Lat: 40.273342, Lng: -75.258267), Route carried "on" structure: State highway 309, Year Built: 1934, Year Reconstructed: 1963, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 28,181 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 39,815 (year 2032), Design Load: H 20, Features Intersected: W. BR. NESHAMINY CREEK, Facility Carried by Structure: BETHLEHEM PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.842, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.0m (72.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $503,000, Total Project Cost: $2,306,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27606, Location: .8MI.N.ROUTE 463 3145-H3 (Lat: 40.237139, Lng: -75.204817), Route carried "on" structure: State highway , Year Built: 1959, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,203 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 6,698 (year 2032), Design Load: H 20, Features Intersected: LITTLE NESHAMINY CREEK, Facility Carried by Structure: KENAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.014, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: 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: June 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27606, Location: .8MI.N.ROUTE 463 3145-H3 (Lat: 40.237139, Lng: -75.204817), Route carried "on" structure: State highway , Year Built: 1959, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,203 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 6,698 (year 2032), Design Load: H 20, Features Intersected: LITTLE NESHAMINY CREEK, Facility Carried by Structure: KENAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.014, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: 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: June 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28018, Location: .60MI NE OF SR463 3032-H7 (Lat: 40.270331, Lng: -75.268075), Route carried "on" structure: City street , Year Built: 1975, Year Reconstructed: 2016, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,610 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2038), Design Load: HL 93, Features Intersected: TRIB.NESHAMINY CREEK, Facility Carried by Structure: TREWIGTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township 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: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $37,000, Total Project Cost: $84,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28018, Location: .60MI NE OF SR463 3032-H7 (Lat: 40.270331, Lng: -75.268075), Route carried "on" structure: City street , Year Built: 1975, Year Reconstructed: 2016, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,610 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2038), Design Load: HL 93, Features Intersected: TRIB.NESHAMINY CREEK, Facility Carried by Structure: TREWIGTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township 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: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $37,000, Total Project Cost: $84,000, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33013, Location: 3.0 MI E OF FALLBROOK (Lat: 41.667083, Lng: -77.031583), Route carried "on" structure: State highway , Year Built: 1937, Year Reconstructed: 2009, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 154 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 796 (year 2032), Features Intersected: OVER FELLOWS CREEK, Facility Carried by Structure: SR 2014
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.392, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $50,000, Total Project Cost: $173,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 33013, Location: 3.0 MI E OF FALLBROOK (Lat: 41.667083, Lng: -77.031583), Route carried "on" structure: State highway , Year Built: 1937, Year Reconstructed: 2009, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 154 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 796 (year 2032), Features Intersected: OVER FELLOWS CREEK, Facility Carried by Structure: SR 2014
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.392, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $50,000, Total Project Cost: $173,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 46067, Location: 1.2 MI. W. US202 3033A06 (Lat: 40.276642, Lng: -75.247144), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 13,392 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 15,410 (year 2032), Design Load: HL 93, Features Intersected: WEST BR. NESHAMINY CREEK, Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46067, Location: 1.2 MI. W. US202 3033A06 (Lat: 40.276642, Lng: -75.247144), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 13,392 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 15,410 (year 2032), Design Load: HL 93, Features Intersected: WEST BR. NESHAMINY CREEK, Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 46285, Location: 1/2 MI. N. PA-63 3145B04 (Lat: 40.225431, Lng: -75.241978), Route carried "on" structure: US 202, Year Built: 2010, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 20,983 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 1,254 (year 2032), Design Load: HL 93, Features Intersected: TRIB. LITTLE NESHAMINY C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.589, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 58.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 46285, Location: 1/2 MI. N. PA-63 3145B04 (Lat: 40.225431, Lng: -75.241978), Route carried "on" structure: US 202, Year Built: 2010, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 20,983 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 1,254 (year 2032), Design Load: HL 93, Features Intersected: TRIB. LITTLE NESHAMINY C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.589, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 58.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 46288, Location: 1/2 MI. N. PA-63 3145B04 (Lat: 40.229153, Lng: -75.241367), Route carried "on" structure: US 202, Year Built: 2010, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 20,234 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 1,254 (year 2032), Design Load: HL 93, Features Intersected: TRIB. LITTLE NESHAMINY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.479, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46288, Location: 1/2 MI. N. PA-63 3145B04 (Lat: 40.229153, Lng: -75.241367), Route carried "on" structure: US 202, Year Built: 2010, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 20,234 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 1,254 (year 2032), Design Load: HL 93, Features Intersected: TRIB. LITTLE NESHAMINY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.479, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 46292, Location: .1 MI. E. PA-309 3145C03 (Lat: 40.237481, Lng: -75.231033), Route carried "on" structure: US 202, Year Built: 2010, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 17,857 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,254 (year 2035), Design Load: HL 93, Features Intersected: TRIB. LITTLE NESHAMINY C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.221, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 5.2m (17.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 71.3 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 46292, Location: .1 MI. E. PA-309 3145C03 (Lat: 40.237481, Lng: -75.231033), Route carried "on" structure: US 202, Year Built: 2010, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 17,857 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,254 (year 2035), Design Load: HL 93, Features Intersected: TRIB. LITTLE NESHAMINY C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.221, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 5.2m (17.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 71.3 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 46293, Location: .1 MI. S. U.S.202 3145B03 (Lat: 40.231753, Lng: -75.238139), Route carried "on" structure: US 202, Year Built: 2010, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 17,857 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,254 (year 2035), Design Load: HL 93, Features Intersected: BETHLEHEM PIKE (PA-309)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.221, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46293, Location: .1 MI. S. U.S.202 3145B03 (Lat: 40.231753, Lng: -75.238139), Route carried "on" structure: US 202, Year Built: 2010, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 17,857 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,254 (year 2035), Design Load: HL 93, Features Intersected: BETHLEHEM PIKE (PA-309)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.221, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 47582, Location: 1 MI. N. PA463 3145F01 (Lat: 40.249778, Lng: -75.214833), Route carried "on" structure: US 202, Year Built: 2012, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 21,253 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 627 (year 2032), Design Load: HL 93, Features Intersected: TRIB. #3 LITTLE NESH. CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.110, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47582, Location: 1 MI. N. PA463 3145F01 (Lat: 40.249778, Lng: -75.214833), Route carried "on" structure: US 202, Year Built: 2012, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 21,253 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 627 (year 2032), Design Load: HL 93, Features Intersected: TRIB. #3 LITTLE NESH. CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.110, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 47583, Location: 1 MI. NORTH OF PA-463 31 (Lat: 40.248033, Lng: -75.216711), Route carried "on" structure: US 202, Year Built: 2012, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 21,253 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 627 (year 2032), Design Load: HL 93, Features Intersected: TRIB 2 LITTLE NESH. CRK.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.331, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47583, Location: 1 MI. NORTH OF PA-463 31 (Lat: 40.248033, Lng: -75.216711), Route carried "on" structure: US 202, Year Built: 2012, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 21,253 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 627 (year 2032), Design Load: HL 93, Features Intersected: TRIB 2 LITTLE NESH. CRK.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.331, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 48953, Location: .16 MI. W. RTE309 3032K10 (Lat: 40.255569, Lng: -75.251161), Route carried "on" structure: State highway , Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,907 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 3,750 (year 2034), Design Load: HS 20, Features Intersected: BR. OF NESHAMINY CREEK, Facility Carried by Structure: TAYLOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.905, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 33.6 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 48953, Location: .16 MI. W. RTE309 3032K10 (Lat: 40.255569, Lng: -75.251161), Route carried "on" structure: State highway , Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,907 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 3,750 (year 2034), Design Load: HS 20, Features Intersected: BR. OF NESHAMINY CREEK, Facility Carried by Structure: TAYLOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.905, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 33.6 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5428, Location: 1M EOFSR309-3032-K7 (Lat: 40.272311, Lng: -75.250328), Route carried "on" structure: Business City street , Year Built: 2017, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 5,000 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2037), Features Intersected: WEST BR. NESHAMINY CRK, Facility Carried by Structure: WALNUT ST (T-385)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5428, Location: 1M EOFSR309-3032-K7 (Lat: 40.272311, Lng: -75.250328), Route carried "on" structure: Business City street , Year Built: 2017, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 5,000 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 6,000 (year 2037), Features Intersected: WEST BR. NESHAMINY CRK, Facility Carried by Structure: WALNUT ST (T-385)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 46293, Location: .1 MI. S. U.S.202 3145B03 (Lat: 40.231753, Lng: -75.238139), Route carried "under" structure: State highway 309, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 16,594 (year 2020), Truck Traffic: 7%, Features Intersected: BETHLEHEM PIKE (PA-309), Facility Carried by Structure: U.S. 202 PARKWAY
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 22.640, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: 46293, Location: .1 MI. S. U.S.202 3145B03 (Lat: 40.231753, Lng: -75.238139), Route carried "under" structure: State highway 309, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 16,594 (year 2020), Truck Traffic: 7%, Features Intersected: BETHLEHEM PIKE (PA-309), Facility Carried by Structure: U.S. 202 PARKWAY
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 22.640, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
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Structure Number: 46293, Location: .1 MI. S. U.S.202 3145B03 (Lat: 40.231753, Lng: -75.238139), Route carried "under" structure: State highway 309, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 14,579 (year 2020), Truck Traffic: 7%, Features Intersected: BETHLEHEM PIKE (PA-309), Facility Carried by Structure: U.S. 202 PARKWAY
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 22.579, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: 46293, Location: .1 MI. S. U.S.202 3145B03 (Lat: 40.231753, Lng: -75.238139), Route carried "under" structure: State highway 309, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 14,579 (year 2020), Truck Traffic: 7%, Features Intersected: BETHLEHEM PIKE (PA-309), Facility Carried by Structure: U.S. 202 PARKWAY
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 22.579, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft)