Bridge Statistics for Kulpsville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 30Number of bridges
- 272ft / 82.9mTotal length
- $1,242,000Total costs
- 704,683Total average daily traffic
- 71,820Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Kulpsville
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11900-1909
- 11920-1929
- 11960-1969
- 41970-1979
- 21980-1989
- 11990-1999
- 32000-2009
- 162010-2019
- Reconstructed bridges - Historical Statistics
- 11910-1919
- 01920-1929
- 01930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 21990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 66.7%Very good
- 4.8%Good
- 14.3%Satisfactory
- 9.5%Fair
- 4.8%Poor
- Bridge Condition - Superstructure
- 45.8%Very good
- 25.0%Good
- 12.5%Satisfactory
- 12.5%Fair
- 4.2%Poor
- Bridge Condition - Substructure
- 50.0%Very good
- 20.8%Good
- 12.5%Satisfactory
- 8.3%Fair
- 8.3%Poor
- Bridge Condition - Channel
- 6.3%Very good
- 6.3%Good
- 18.8%Satisfactory
- 43.8%Fair
- 25.0%Poor
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Structure Number: 27183, Location: MAINLAND 15H9/3031C10 (Lat: 40.253700, Lng: -75.356125), Route carried "on" structure: State highway , Year Built: 1977, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,600 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 2,172 (year 2032), Design Load: HS 20, Features Intersected: SKIPPACK CREEK, Facility Carried by Structure: MAINLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 27183, Location: MAINLAND 15H9/3031C10 (Lat: 40.253700, Lng: -75.356125), Route carried "on" structure: State highway , Year Built: 1977, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,600 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 2,172 (year 2032), Design Load: HS 20, Features Intersected: SKIPPACK CREEK, Facility Carried by Structure: MAINLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 27203, Location: E. OF PA 363 21K6/3143F9 (Lat: 40.197667, Lng: -75.340500), Route carried "on" structure: State highway 73, Year Built: 1987, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 9,535 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 15,144 (year 2032), Design Load: HS 25 or greater, Features Intersected: ZACHARIAS CREEK, Facility Carried by Structure: SKIPPACK PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.428, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27203, Location: E. OF PA 363 21K6/3143F9 (Lat: 40.197667, Lng: -75.340500), Route carried "on" structure: State highway 73, Year Built: 1987, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 9,535 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 15,144 (year 2032), Design Load: HS 25 or greater, Features Intersected: ZACHARIAS CREEK, Facility Carried by Structure: SKIPPACK PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.428, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 27406, Location: SUMNEY. PIKE 22D1/3143K4 (Lat: 40.227139, Lng: -75.316719), Route carried "on" structure: State highway 363, Year Built: 1928, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 12,335 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 16,936 (year 2032), Design Load: H 15, Features Intersected: TOWAMENCIN CREEK, Facility Carried by Structure: VALLEY FORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.849, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 53.5 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: 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, Inspection Date: June 2021, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $65,000, Total Project Cost: $297,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27406, Location: SUMNEY. PIKE 22D1/3143K4 (Lat: 40.227139, Lng: -75.316719), Route carried "on" structure: State highway 363, Year Built: 1928, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 12,335 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 16,936 (year 2032), Design Load: H 15, Features Intersected: TOWAMENCIN CREEK, Facility Carried by Structure: VALLEY FORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.849, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 53.5 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: 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, Inspection Date: June 2021, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $65,000, Total Project Cost: $297,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27528, Location: SW KULPSVILL 15H13/3143D4 (Lat: 40.229947, Lng: -75.353914), Route carried "on" structure: State highway , Year Built: 1855, Year Reconstructed: 1915, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 9,514 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 8,737 (year 2032), Design Load: H 15, Features Intersected: TOWAMENCIN CREEK, Facility Carried by Structure: BUSTARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.239, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.4 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: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $47,000, Total Project Cost: $215,000
Structure Number: 27528, Location: SW KULPSVILL 15H13/3143D4 (Lat: 40.229947, Lng: -75.353914), Route carried "on" structure: State highway , Year Built: 1855, Year Reconstructed: 1915, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 9,514 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 8,737 (year 2032), Design Load: H 15, Features Intersected: TOWAMENCIN CREEK, Facility Carried by Structure: BUSTARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.239, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.4 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: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $47,000, Total Project Cost: $215,000
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Structure Number: 2789, Location: .1 Mi SE PA-363 3143-K4 (Lat: 40.228389, Lng: -75.312622), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 19,455 (year 2019), Average Future Daily Traffic: 18,071 (year 2018), Features Intersected: TOWAMENCIN CREEK, Facility Carried by Structure: SUMNEYTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Superstructure: Satisfactory, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $33,000, Total Project Cost: $151,000
Structure Number: 2789, Location: .1 Mi SE PA-363 3143-K4 (Lat: 40.228389, Lng: -75.312622), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 19,455 (year 2019), Average Future Daily Traffic: 18,071 (year 2018), Features Intersected: TOWAMENCIN CREEK, Facility Carried by Structure: SUMNEYTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Superstructure: Satisfactory, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $33,000, Total Project Cost: $151,000
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Structure Number: 27902, Location: 1.20 MI NE OF SR 0073 (Lat: 40.228897, Lng: -75.363300), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 1,602 (year 2013), Average Future Daily Traffic: 1,654 (year 2018), Design Load: HS 25 or greater, Features Intersected: TOWAMENCIN CREEK, Facility Carried by Structure: METZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County 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: 25.0m (82.0ft), 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: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 56.2 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 desirable 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: June 2020, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $126,000, Total Project Cost: $579,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27902, Location: 1.20 MI NE OF SR 0073 (Lat: 40.228897, Lng: -75.363300), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 1,602 (year 2013), Average Future Daily Traffic: 1,654 (year 2018), Design Load: HS 25 or greater, Features Intersected: TOWAMENCIN CREEK, Facility Carried by Structure: METZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County 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: 25.0m (82.0ft), 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: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 56.2 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 desirable 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: June 2020, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $126,000, Total Project Cost: $579,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27905, Location: 1.1 MI NW SR-363 3143-G2 (Lat: 40.239497, Lng: -75.331100), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 19,293 (year 2019), Average Future Daily Traffic: 17,450 (year 2018), Features Intersected: TOWAMENCIN CREEK, Facility Carried by Structure: SUMNEYTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 75.3 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, Waterway Adequacy: Superior to present desirable 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
Structure Number: 27905, Location: 1.1 MI NW SR-363 3143-G2 (Lat: 40.239497, Lng: -75.331100), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 19,293 (year 2019), Average Future Daily Traffic: 17,450 (year 2018), Features Intersected: TOWAMENCIN CREEK, Facility Carried by Structure: SUMNEYTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 75.3 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, Waterway Adequacy: Superior to present desirable 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
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Structure Number: 27909, Location: 1 Mi NW PA-363 3143-F5 (Lat: 40.224250, Lng: -75.339369), Route carried "on" structure: City street , Year Built: 1907, Year Reconstructed: 1990, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 811 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 809 (year 2018), Features Intersected: TOWAMENCIN CREEK, Facility Carried by Structure: TRUMBAUER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than 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: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 27909, Location: 1 Mi NW PA-363 3143-F5 (Lat: 40.224250, Lng: -75.339369), Route carried "on" structure: City street , Year Built: 1907, Year Reconstructed: 1990, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 811 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 809 (year 2018), Features Intersected: TOWAMENCIN CREEK, Facility Carried by Structure: TRUMBAUER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than 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: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 28096, Location: .3 Mi NW PA-363 3143-H5 (Lat: 40.224897, Lng: -75.325833), Route carried "on" structure: City street , Year Built: 1971, Year Reconstructed: 1996, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 560 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 700 (year 2033), Design Load: HS 20+Mod, Features Intersected: TOWAMENCIN CREEK, Facility Carried by Structure: ANDERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Inventory Rating: 69.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 28096, Location: .3 Mi NW PA-363 3143-H5 (Lat: 40.224897, Lng: -75.325833), Route carried "on" structure: City street , Year Built: 1971, Year Reconstructed: 1996, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 560 (year 2013), Truck Traffic: 2%, Average Future Daily Traffic: 700 (year 2033), Design Load: HS 20+Mod, Features Intersected: TOWAMENCIN CREEK, Facility Carried by Structure: ANDERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Inventory Rating: 69.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 45362, Location: TOWAMENCIN TWP (Lat: 40.228333, Lng: -75.333333), Route carried "on" structure: City street T395, Year Built: 2008, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,540 (year 2030), Design Load: HL 93, Features Intersected: PA TPK (I-476), Facility Carried by Structure: T-395
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.4m (149.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45362, Location: TOWAMENCIN TWP (Lat: 40.228333, Lng: -75.333333), Route carried "on" structure: City street T395, Year Built: 2008, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,540 (year 2030), Design Load: HL 93, Features Intersected: PA TPK (I-476), Facility Carried by Structure: T-395
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.4m (149.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 46584, Location: .5 MI. E. PA363 3143J07 (Lat: 40.210397, Lng: -75.324053), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 10,792 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 16,360 (year 2032), Design Load: HL 93, Features Intersected: PA TURNPIKE EXT. (I-476), Facility Carried by Structure: MORRIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.986, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.5m (155.8ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.5 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: 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 46584, Location: .5 MI. E. PA363 3143J07 (Lat: 40.210397, Lng: -75.324053), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 10,792 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 16,360 (year 2032), Design Load: HL 93, Features Intersected: PA TURNPIKE EXT. (I-476), Facility Carried by Structure: MORRIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.986, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.5m (155.8ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.5 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: 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 47028, Location: MAINLAND 15J10/3143E01 (Lat: 40.249956, Lng: -75.348689), Route carried "on" structure: State highway 63, Year Built: 2012, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 14,591 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 25,408 (year 2032), Design Load: HL 93, Features Intersected: BRANCH SKIPPACK CREEK, Facility Carried by Structure: SUMNEYTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.988, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 47028, Location: MAINLAND 15J10/3143E01 (Lat: 40.249956, Lng: -75.348689), Route carried "on" structure: State highway 63, Year Built: 2012, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 14,591 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 25,408 (year 2032), Design Load: HL 93, Features Intersected: BRANCH SKIPPACK CREEK, Facility Carried by Structure: SUMNEYTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.988, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 47113, Location: MAINLAND 15H09/3031C10 (Lat: 40.255972, Lng: -75.355278), Route carried "on" structure: State highway 63, Year Built: 2012, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 14,591 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 25,408 (year 2032), Design Load: HL 93, Features Intersected: SKIPPACK CREEK, Facility Carried by Structure: SUMNEYTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.387, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 47113, Location: MAINLAND 15H09/3031C10 (Lat: 40.255972, Lng: -75.355278), Route carried "on" structure: State highway 63, Year Built: 2012, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 14,591 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 25,408 (year 2032), Design Load: HL 93, Features Intersected: SKIPPACK CREEK, Facility Carried by Structure: SUMNEYTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.387, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 47115, Location: MAINLAND 3031E09 (Lat: 40.260833, Lng: -75.349722), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 10,747 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 3,342 (year 2013), Design Load: HL 93, Features Intersected: TRIB. TO SKIPPACK CREEK, Facility Carried by Structure: WAMBOLD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.866, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 61.6 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: 38.9 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 47115, Location: MAINLAND 3031E09 (Lat: 40.260833, Lng: -75.349722), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 10,747 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 3,342 (year 2013), Design Load: HL 93, Features Intersected: TRIB. TO SKIPPACK CREEK, Facility Carried by Structure: WAMBOLD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.866, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 61.6 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: 38.9 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 48845, Location: LANSDALE INTC. 3143E01 (Lat: 40.248292, Lng: -75.345711), Route carried "on" structure: State highway 63, Year Built: 2013, Status: Open, Structure Length: 12.59m (41.31ft), Average Daily Traffic: 19,671 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 30,310 (year 2030), Design Load: HL 93, Features Intersected: I-476 (PA TPK. EXT.), Facility Carried by Structure: SUMNEYTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.886, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 36 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.8 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48845, Location: LANSDALE INTC. 3143E01 (Lat: 40.248292, Lng: -75.345711), Route carried "on" structure: State highway 63, Year Built: 2013, Status: Open, Structure Length: 12.59m (41.31ft), Average Daily Traffic: 19,671 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 30,310 (year 2030), Design Load: HL 93, Features Intersected: I-476 (PA TPK. EXT.), Facility Carried by Structure: SUMNEYTOWN PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.886, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 36 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.8 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 52411, Location: Nr Landsdale Intc 3143F2 (Lat: 40.242733, Lng: -75.342833), Route carried "on" structure: State highway , Year Built: 2015, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 8,015 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 11,578 (year 2033), Design Load: HL 93, Features Intersected: PA TPK (I-476), Facility Carried by Structure: BUSTARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.698, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.6 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: 38.6 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52411, Location: Nr Landsdale Intc 3143F2 (Lat: 40.242733, Lng: -75.342833), Route carried "on" structure: State highway , Year Built: 2015, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 8,015 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 11,578 (year 2033), Design Load: HL 93, Features Intersected: PA TPK (I-476), Facility Carried by Structure: BUSTARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.698, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.6 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: 38.6 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 52862, Location: Lansdale IC Ramp (Lat: 40.251258, Lng: -75.348072), Route carried "on" structure: Ramp Interstate , Year Built: 2015, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 15,619 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 19,058 (year 2036), Design Load: HL 93, Features Intersected: PA TPK (I-476), Facility Carried by Structure: PA TPK (Ramp AB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.8m (55.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.8 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52862, Location: Lansdale IC Ramp (Lat: 40.251258, Lng: -75.348072), Route carried "on" structure: Ramp Interstate , Year Built: 2015, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 15,619 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 19,058 (year 2036), Design Load: HL 93, Features Intersected: PA TPK (I-476), Facility Carried by Structure: PA TPK (Ramp AB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.8m (55.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.8 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 52863, Location: West of North Wales (Lat: 40.197144, Lng: -75.317028), Route carried "on" structure: Interstate , Year Built: 2016, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 65,329 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 79,714 (year 2036), Design Load: HL 93, Features Intersected: T-379 (Berks Rd), Facility Carried by Structure: PA TPK (I-476)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: Toll bridge, Owner: State Toll Authority, Approaching Roadway Width: 36.6m (120.1ft), Skew: 3 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-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 38.2m (125.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 47.3 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52863, Location: West of North Wales (Lat: 40.197144, Lng: -75.317028), Route carried "on" structure: Interstate , Year Built: 2016, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 65,329 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 79,714 (year 2036), Design Load: HL 93, Features Intersected: T-379 (Berks Rd), Facility Carried by Structure: PA TPK (I-476)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: Toll bridge, Owner: State Toll Authority, Approaching Roadway Width: 36.6m (120.1ft), Skew: 3 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-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 38.2m (125.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 47.3 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 52864, Location: West of North Wales (Lat: 40.204653, Lng: -75.320472), Route carried "on" structure: Interstate 476, Year Built: 2016, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 65,329 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 79,714 (year 2036), Design Load: HL 93, Features Intersected: SR 2002 (Schultz Rd)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: Toll bridge, Owner: State Toll Authority, Approaching Roadway Width: 36.6m (120.1ft), 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: 18.6m (61.0ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 38.2m (125.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 43.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52864, Location: West of North Wales (Lat: 40.204653, Lng: -75.320472), Route carried "on" structure: Interstate 476, Year Built: 2016, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 65,329 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 79,714 (year 2036), Design Load: HL 93, Features Intersected: SR 2002 (Schultz Rd)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: Toll bridge, Owner: State Toll Authority, Approaching Roadway Width: 36.6m (120.1ft), 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: 18.6m (61.0ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 38.2m (125.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 43.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 53584, Location: N. of Landsdale int. (Lat: 40.259444, Lng: -75.351472), Route carried "on" structure: Interstate 7476, Year Built: 2014, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 65,329 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 79,714 (year 2036), Design Load: HL 93, Features Intersected: SR 1058, Facility Carried by Structure: PA TPK (I-476)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.729, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 36.0m (118.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 38.2m (125.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.6 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: 45.0 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53584, Location: N. of Landsdale int. (Lat: 40.259444, Lng: -75.351472), Route carried "on" structure: Interstate 7476, Year Built: 2014, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 65,329 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 79,714 (year 2036), Design Load: HL 93, Features Intersected: SR 1058, Facility Carried by Structure: PA TPK (I-476)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.729, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 36.0m (118.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 38.2m (125.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.6 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: 45.0 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 53586, Location: N. of Lansdale Int. (Lat: 40.263333, Lng: -75.353333), Route carried "on" structure: Interstate 476, Year Built: 2014, Year Reconstructed: 2016, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 50,307 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 78,780 (year 2030), Design Load: HL 93, Features Intersected: Skippack Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 36.0m (118.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.2m (158.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 38.1m (125.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.0 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: 43.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53586, Location: N. of Lansdale Int. (Lat: 40.263333, Lng: -75.353333), Route carried "on" structure: Interstate 476, Year Built: 2014, Year Reconstructed: 2016, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 50,307 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 78,780 (year 2030), Design Load: HL 93, Features Intersected: Skippack Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 36.0m (118.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.2m (158.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 38.1m (125.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.0 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: 43.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5577, Location: NEAR LANSDALE INTERCHANGE (Lat: 40.237222, Lng: -75.339583), Route carried "on" structure: Interstate 476, Year Built: 2018, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 65,329 (year 2004), Truck Traffic: 16%, Average Future Daily Traffic: 94,986 (year 2030), Design Load: HL 93, Features Intersected: T-397
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.057, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: Toll bridge, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.3 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, 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: 5577, Location: NEAR LANSDALE INTERCHANGE (Lat: 40.237222, Lng: -75.339583), Route carried "on" structure: Interstate 476, Year Built: 2018, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 65,329 (year 2004), Truck Traffic: 16%, Average Future Daily Traffic: 94,986 (year 2030), Design Load: HL 93, Features Intersected: T-397
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.057, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: Toll bridge, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.3 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, 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: 5597, Location: 1.23 mi South of SR 22 (Lat: 40.216472, Lng: -75.327417), Route carried "on" structure: Interstate 476, Year Built: 2018, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 65,329 (year 2004), Truck Traffic: 16%, Average Future Daily Traffic: 94,986 (year 2030), Design Load: HL 93, Features Intersected: S. Valley Forge Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.531, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.3m (69.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 38.5m (126.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 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: 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5597, Location: 1.23 mi South of SR 22 (Lat: 40.216472, Lng: -75.327417), Route carried "on" structure: Interstate 476, Year Built: 2018, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 65,329 (year 2004), Truck Traffic: 16%, Average Future Daily Traffic: 94,986 (year 2030), Design Load: HL 93, Features Intersected: S. Valley Forge Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.531, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.3m (69.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 38.5m (126.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 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: 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 57322, Location: 0.2MI EAST OF GREEN LN RD (Lat: 40.236583, Lng: -75.335417), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 99 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 99 (year 2020), Design Load: HS 20, Features Intersected: TRIB. TOWAMENCIN CREEK, Facility Carried by Structure: CANTERBURY DRIVE
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: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57322, Location: 0.2MI EAST OF GREEN LN RD (Lat: 40.236583, Lng: -75.335417), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 99 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 99 (year 2020), Design Load: HS 20, Features Intersected: TRIB. TOWAMENCIN CREEK, Facility Carried by Structure: CANTERBURY DRIVE
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: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57323, Location: 0.2MI E OF BUSTARD RD (Lat: 40.229639, Lng: -75.351222), Route carried "on" structure: City street , Year Built: 1970, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,500 (year 2040), Design Load: HS 20, Features Intersected: TRIB. TOWAMENCIN CREEK, Facility Carried by Structure: KRIEBEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 57323, Location: 0.2MI E OF BUSTARD RD (Lat: 40.229639, Lng: -75.351222), Route carried "on" structure: City street , Year Built: 1970, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,500 (year 2040), Design Load: HS 20, Features Intersected: TRIB. TOWAMENCIN CREEK, Facility Carried by Structure: KRIEBEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2020, Other Special Inspection Date: January 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57324, Location: 0.8MI W OF KEELER RD (Lat: 40.241750, Lng: -75.328333), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 125 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO TOWAMENCIN CREEK, Facility Carried by Structure: MICHAEL WAY
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), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Inspection Date: January 2020
Structure Number: 57324, Location: 0.8MI W OF KEELER RD (Lat: 40.241750, Lng: -75.328333), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 125 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO TOWAMENCIN CREEK, Facility Carried by Structure: MICHAEL WAY
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), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Inspection Date: January 2020
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Structure Number: 45362, Location: TOWAMENCIN TWP (Lat: 40.228333, Lng: -75.333333), Route carried "under" structure: Interstate 476, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 65,390 (year 2008), Truck Traffic: 14%, Features Intersected: PA TPK (I-476), Facility Carried by Structure: T-395
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 45.898, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.4m (149.0ft)
Structure Number: 45362, Location: TOWAMENCIN TWP (Lat: 40.228333, Lng: -75.333333), Route carried "under" structure: Interstate 476, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 65,390 (year 2008), Truck Traffic: 14%, Features Intersected: PA TPK (I-476), Facility Carried by Structure: T-395
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 45.898, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.4m (149.0ft)
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Structure Number: 46584, Location: .5 MI. E. PA363 3143J07 (Lat: 40.210397, Lng: -75.324053), Route carried "under" structure: Interstate 476, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 65,329 (year 2004), Truck Traffic: 1%, Features Intersected: PA TURNPIKE EXT. (I-476), Facility Carried by Structure: MORRIS ROAD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
Structure Number: 46584, Location: .5 MI. E. PA363 3143J07 (Lat: 40.210397, Lng: -75.324053), Route carried "under" structure: Interstate 476, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 65,329 (year 2004), Truck Traffic: 1%, Features Intersected: PA TURNPIKE EXT. (I-476), Facility Carried by Structure: MORRIS ROAD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
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Structure Number: 53584, Location: N. of Landsdale int. (Lat: 40.259444, Lng: -75.351472), Route carried "under" structure: Business State highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 10,747 (year 2022), Truck Traffic: 8%, Features Intersected: SR 1058, Facility Carried by Structure: PA TPK (I-476)
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 53584, Location: N. of Landsdale int. (Lat: 40.259444, Lng: -75.351472), Route carried "under" structure: Business State highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 10,747 (year 2022), Truck Traffic: 8%, Features Intersected: SR 1058, Facility Carried by Structure: PA TPK (I-476)
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 5597, Location: 1.23 mi South of SR 22 (Lat: 40.216472, Lng: -75.327417), Route carried "under" structure: State highway 363, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 12,335 (year 2022), Truck Traffic: 8%, Features Intersected: S. Valley Forge Rd, Facility Carried by Structure: PA TPK (I-476)
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 14.392, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 5597, Location: 1.23 mi South of SR 22 (Lat: 40.216472, Lng: -75.327417), Route carried "under" structure: State highway 363, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 12,335 (year 2022), Truck Traffic: 8%, Features Intersected: S. Valley Forge Rd, Facility Carried by Structure: PA TPK (I-476)
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 14.392, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.3m (69.9ft)