Bridge Statistics for Plymouth Meeting, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 28171,  Location: MID-COUNTY INTERCHANGE (Lat: 40.112833,  Lng: -75.277103),  Route carried "on" structure: Ramp Interstate 476,  Year Built: 1992,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 57,897 (year 1993),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,426 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: PA TPK (I-276),  Facility Carried by Structure: PA TPK RAMP N&O
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 16,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.1m (220.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 13.30m (43.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28172,  Location: MID COUNTY INTERCHANGE (Lat: 40.112894,  Lng: -75.276781),  Route carried "on" structure: Ramp Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 14.97m (49.11ft),  Average Daily Traffic: 16,340 (year 2008),  Truck Traffic: 14%,  Average Future Daily Traffic: 25,100 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: PA TPK (I-276),  Facility Carried by Structure: PA TPK (Ramp I)
Minimum Vertical Clearance: 4.71m (15.45ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  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: 4,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 15.70m (51.51ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28174,  Location: EAST OF NORRISTOWN INTG (Lat: 40.113872,  Lng: -75.271764),  Route carried "on" structure: Interstate 276,  Year Built: 1954,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 73,197 (year 2001),  Truck Traffic: 14%,  Average Future Daily Traffic: 115,988 (year 2030),  Design Load: HS 20,  Features Intersected: T-357, Narcissa Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 30 degrees,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 38.5m (126.3ft),  Out-to-Out Width: 40.7m (133.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $201,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 28175,  Location: EAST OF NORRISTOWN INTG (Lat: 40.114725,  Lng: -75.267100),  Route carried "on" structure: Interstate 276,  Year Built: 1954,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 73,197 (year 2001),  Truck Traffic: 13%,  Average Future Daily Traffic: 100,670 (year 2030),  Design Load: HS 20,  Features Intersected: T-343, BUTLER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 33.4m (109.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 28297,  Location: SOUTH TPK.EXT.25 29J10 (Lat: 40.108972,  Lng: -75.283611),  Route carried "on" structure: Ramp State highway ,  Year Built: 1989,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 7,010 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,887 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: GERMANTOWN PIKE/ 3368-E3,  Facility Carried by Structure: RAMP D TO(SB)I-476
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33336,  Location: 1.7 MI WEST OF WESTFIELD (Lat: 41.915631,  Lng: -77.571225),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 50 (year 2021),  Average Future Daily Traffic: 77 (year 2043),  Design Load: HS 20,  Features Intersected: COWANESQUE RIVER,  Facility Carried by Structure: T-336 CTY BR #18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 33503,  Location: 11 MI W OF WHITE DEER (Lat: 41.041444,  Lng: -77.133664),  Route carried "on" structure: State highway ,  Year Built: 1970,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 55 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 19 (year 2032),  Design Load: HS 20,  Features Intersected: OVER I-80,  Facility Carried by Structure: SR 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.025,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.40m (37.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $204,000,  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: 33629,  Location: 0.5 MI SW RUNNING GAP RD (Lat: 41.024097,  Lng: -77.064800),  Route carried "on" structure: State lands road ,  Year Built: 1935,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 15 (year 2012),  Average Future Daily Traffic: 20 (year 2032),  Design Load: H 20,  Features Intersected: SPRUCE RUN,  Facility Carried by Structure: SPRUCE RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  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: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $25,000,  Total Project Cost: $60,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35106,  Location: ROBINSON TOWNSHIP (Lat: 40.421111,  Lng: -80.337694),  Route carried "on" structure: State highway ,  Year Built: 1968,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 839 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 879 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SAINT PATRICK RUN,  Facility Carried by Structure: SR 4004
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.337,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft)

Condition: Channel: Poor,  Culverts: Fair,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 46454,  Location: .5 MI. N. I-276 3256E10 (Lat: 40.126306,  Lng: -75.284092),  Route carried "on" structure: State highway ,  Year Built: 2011,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 15,022 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,114 (year 2032),  Design Load: HL 93,  Features Intersected: PA TPK NE EXT. (I-476),  Facility Carried by Structure: WALTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.448,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  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,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 48848,  Location: Near Mid-County Interchan (Lat: 40.118333,  Lng: -75.280000),  Route carried "on" structure: Interstate 476,  Year Built: 2014,  Status: Open,  Structure Length: 1.55m (5.09ft),  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-645
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.879,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 49.9 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: Better than present minimum 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: 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: 52388,  Location: 1/8 MI. E. I-476 3368F03 (Lat: 40.110250,  Lng: -75.278283),  Route carried "on" structure: State highway ,  Year Built: 2015,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 9,654 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,599 (year 2032),  Design Load: HL 93,  Features Intersected: PLYMOUTH CREEK,  Facility Carried by Structure: PLYMOUTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.727,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 55684,  Location: West of Joshua Rd (Lat: 40.089617,  Lng: -75.269044),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 26,509 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,923 (year 2018),  Features Intersected: SPRING MILL CREEK,  Facility Carried by Structure: RIDGE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 57515,  Location: 200FT N HICKORY RD (Lat: 40.120778,  Lng: -75.271028),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,250 (year 2022),  Design Load: H 20,  Features Intersected: TRIB TO PLYMOUTH CREEK,  Facility Carried by Structure: NARCISSA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 27482,  Location: PLYMOUTH TOWNSHIP 29F12 (Lat: 40.098333,  Lng: -75.300000),  Route carried "under" structure: Ramp State highway ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 3,729 (year 2021),  Truck Traffic: 7%,  Features Intersected: MID-COUNTY EXPRESSWAY,  Facility Carried by Structure: RIDGE PIKE
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 27482,  Location: PLYMOUTH TOWNSHIP 29F12 (Lat: 40.098333,  Lng: -75.300000),  Route carried "under" structure: Interstate 476,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 62,382 (year 2022),  Truck Traffic: 8%,  Features Intersected: MID-COUNTY EXPRESSWAY,  Facility Carried by Structure: RIDGE PIKE
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 7.005,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 27482,  Location: PLYMOUTH TOWNSHIP 29F12 (Lat: 40.098333,  Lng: -75.300000),  Route carried "under" structure: Interstate 476,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 60,860 (year 2022),  Truck Traffic: 10%,  Features Intersected: MID-COUNTY EXPRESSWAY,  Facility Carried by Structure: RIDGE PIKE
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 6.983,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 27483,  Location: PLYMOUTH TOWNSHIP 29G11 (Lat: 40.099219,  Lng: -75.294864),  Route carried "under" structure: State highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 7,686 (year 2022),  Truck Traffic: 10%,  Features Intersected: CHEMICAL ROAD / 3368-C5,  Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.340,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 27483,  Location: PLYMOUTH TOWNSHIP 29G11 (Lat: 40.099219,  Lng: -75.294864),  Route carried "under" structure: State highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 6,334 (year 2022),  Truck Traffic: 8%,  Features Intersected: CHEMICAL ROAD / 3368-C5,  Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 2.340,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 27484,  Location: PLYMOUTH TOWNSHIP 29G11 (Lat: 40.099519,  Lng: -75.294650),  Route carried "under" structure: State highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 6,334 (year 2022),  Truck Traffic: 8%,  Features Intersected: CHEMICAL ROAD / 3368-C5,  Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 2.340,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 27484,  Location: PLYMOUTH TOWNSHIP 29G11 (Lat: 40.099519,  Lng: -75.294650),  Route carried "under" structure: State highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 7,686 (year 2022),  Truck Traffic: 10%,  Features Intersected: CHEMICAL ROAD / 3368-C5,  Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 2.340,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 27487,  Location: SW.OF TPK.EXIT 25 29H10 (Lat: 40.103944,  Lng: -75.289828),  Route carried "under" structure: State highway ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 13,265 (year 2022),  Truck Traffic: 8%,  Features Intersected: CHEMICAL ROAD/3368-D4,  Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 8.92m (29.27ft),  Kilometerpoint: 3.277,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: 27487,  Location: SW.OF TPK.EXIT 25 29H10 (Lat: 40.103944,  Lng: -75.289828),  Route carried "under" structure: State highway ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 13,355 (year 2022),  Truck Traffic: 7%,  Features Intersected: CHEMICAL ROAD/3368-D4,  Facility Carried by Structure: MID-COUNTY EXWY.NB
Minimum Vertical Clearance: 8.86m (29.07ft),  Kilometerpoint: 3.285,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: 27489,  Location: SW.OF TPK.EXIT 25 29H10 (Lat: 40.103683,  Lng: -75.290139),  Route carried "under" structure: State highway ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 13,265 (year 2022),  Truck Traffic: 8%,  Features Intersected: CHEMICAL ROAD / 3368-D4,  Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 7.87m (25.82ft),  Kilometerpoint: 3.277,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 27489,  Location: SW.OF TPK.EXIT 25 29H10 (Lat: 40.103683,  Lng: -75.290139),  Route carried "under" structure: State highway ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 13,355 (year 2022),  Truck Traffic: 7%,  Features Intersected: CHEMICAL ROAD / 3368-D4,  Facility Carried by Structure: MID-COUNTY EXWY.SB
Minimum Vertical Clearance: 7.92m (25.98ft),  Kilometerpoint: 3.285,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 27497,  Location: AT TURNPIKE EXT 25 29H09 (Lat: 40.111667,  Lng: -75.285000),  Route carried "under" structure: ServiceOther road ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1991),  Truck Traffic: 1%,  Features Intersected: ACCESS ROAD / 3368-D3,  Facility Carried by Structure: RAMP K
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 277,  Location: JUST E.GERMAN PK. 29J09 (Lat: 40.111722,  Lng: -75.283300),  Route carried "under" structure: Interstate 276,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 7 (year 2005),  Features Intersected: PA TURNPK (EB/WB)/3368E3,  Facility Carried by Structure: PLYMOUTH ROAD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 2777,  Location: 1MI.NW OF BUTLER 29F11 (Lat: 40.098769,  Lng: -75.301006),  Route carried "under" structure: ServiceOther road ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2005),  Truck Traffic: 7%,  Features Intersected: ACCESS RD;PLYMOUTH CREEK,  Facility Carried by Structure: RIDGE PIKE/3368-B5
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 28162,  Location: MID-CTY.INTERCH. 29H09 (Lat: 40.111336,  Lng: -75.285397),  Route carried "under" structure: Ramp State highway ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 8,064 (year 2021),  Truck Traffic: 7%,  Features Intersected: SR 3053 (RAMP K),  Facility Carried by Structure: PA TPK (RAMP R)
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 28163,  Location: MID-CTY.INTERCH. 29H09 (Lat: 40.111403,  Lng: -75.285022),  Route carried "under" structure: Ramp State highway ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 8,064 (year 2021),  Truck Traffic: 7%,  Features Intersected: RAMP K,  Facility Carried by Structure: PA TPK (RAMP G)
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 28164,  Location: SR 3053,GERMANTOWN PIKE (Lat: 40.111442,  Lng: -75.284797),  Route carried "under" structure: Interstate 276,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 73,197 (year 2001),  Truck Traffic: 13%,  Features Intersected: PA TPK (I-276),  Facility Carried by Structure: SR 3053,GERMANT.PK
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 28165,  Location: PART OF MID-COUNTY INTG (Lat: 40.106667,  Lng: -75.285000),  Route carried "under" structure: State highway ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 21,788 (year 2022),  Truck Traffic: 2%,  Features Intersected: SR 3053,  Facility Carried by Structure: PA TPK (RAMP G)
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 5.317,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 28165,  Location: PART OF MID-COUNTY INTG (Lat: 40.106667,  Lng: -75.285000),  Route carried "under" structure: State highway ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 18,678 (year 2022),  Truck Traffic: 2%,  Features Intersected: SR 3053,  Facility Carried by Structure: PA TPK (RAMP G)
Minimum Vertical Clearance: 4.35m (14.27ft),  Kilometerpoint: 5.317,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 28166,  Location: MID-COUNTY INTERCH.29J09 (Lat: 40.108333,  Lng: -75.283333),  Route carried "under" structure: State highway ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 21,788 (year 2022),  Truck Traffic: 2%,  Features Intersected: SR 3053; (LR145),  Facility Carried by Structure: PATPK I476 ,RP M&N
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 5.317,  Lanes on structure: 10,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.6m (175.9ft)

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Structure Number: 28166,  Location: MID-COUNTY INTERCH.29J09 (Lat: 40.108333,  Lng: -75.283333),  Route carried "under" structure: State highway ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 14,999 (year 2022),  Truck Traffic: 5%,  Features Intersected: SR 3053; (LR145),  Facility Carried by Structure: PATPK I476 ,RP M&N
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 5.317,  Lanes on structure: 10,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.6m (175.9ft)

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Structure Number: 28166,  Location: MID-COUNTY INTERCH.29J09 (Lat: 40.108333,  Lng: -75.283333),  Route carried "under" structure: ServiceOther road ,  Year Built: 1992,  Structure Length: 0. m,  Features Intersected: SR 3053; (LR145),  Facility Carried by Structure: PATPK I476 ,RP M&N
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.6m (175.9ft)

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Structure Number: 28167,  Location: MID-COUNTY INTERCHANGE (Lat: 40.112342,  Lng: -75.279844),  Route carried "under" structure: State highway ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 9,654 (year 2022),  Truck Traffic: 6%,  Features Intersected: SR 3007,  Facility Carried by Structure: RAMP M,WAS MCB-102
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 3.727,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 28168,  Location: MID-COUNTY INTERCHANGE (Lat: 40.112383,  Lng: -75.279606),  Route carried "under" structure: State highway ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 9,654 (year 2022),  Truck Traffic: 6%,  Features Intersected: SR 3007,  Facility Carried by Structure: RAMP N,WAS MCB-104
Minimum Vertical Clearance: 10.47m (34.35ft),  Kilometerpoint: 3.727,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 28169,  Location: MID-COUNTY INTERCHANGE (Lat: 40.112472,  Lng: -75.279108),  Route carried "under" structure: State highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 9,654 (year 2022),  Truck Traffic: 6%,  Features Intersected: SR 3007,  Facility Carried by Structure: PA TPK (Ramp H)
Minimum Vertical Clearance: 11.38m (37.34ft),  Kilometerpoint: 3.727,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: 2817,  Location: MID-COUNTY INTERCHANGE (Lat: 40.112692,  Lng: -75.277878),  Route carried "under" structure: Interstate 276,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 73,197 (year 2001),  Truck Traffic: 13%,  Features Intersected: PA TPK(I-276),  Facility Carried by Structure: RP M(I-476)MCB-105
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 28171,  Location: MID-COUNTY INTERCHANGE (Lat: 40.112833,  Lng: -75.277103),  Route carried "under" structure: Interstate 476,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 58,078 (year 1993),  Truck Traffic: 9%,  Features Intersected: PA TPK (I-276),  Facility Carried by Structure: PA TPK RAMP N&O
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.1m (220.1ft)

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Structure Number: 28171,  Location: MID-COUNTY INTERCHANGE (Lat: 40.112833,  Lng: -75.277103),  Route carried "under" structure: Interstate 276,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 73,197 (year 2001),  Truck Traffic: 13%,  Features Intersected: PA TPK (I-276),  Facility Carried by Structure: PA TPK RAMP N&O
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.1m (220.1ft)

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Structure Number: 28172,  Location: MID COUNTY INTERCHANGE (Lat: 40.112894,  Lng: -75.276781),  Route carried "under" structure: Interstate 276,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 74,120 (year 2008),  Truck Traffic: 11%,  Features Intersected: PA TPK (I-276),  Facility Carried by Structure: PA TPK (Ramp I)
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 28174,  Location: EAST OF NORRISTOWN INTG (Lat: 40.113872,  Lng: -75.271764),  Route carried "under" structure: City street 357,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Features Intersected: T-357, Narcissa Road,  Facility Carried by Structure: PA TPK (I-276)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Toll: On toll road,  Length of Maximum Span: 8.5m (27.9ft)

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Structure Number: 28175,  Location: EAST OF NORRISTOWN INTG (Lat: 40.114725,  Lng: -75.267100),  Route carried "under" structure: City street 343,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Features Intersected: T-343, BUTLER PIKE,  Facility Carried by Structure: PA TPK (I-276)
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 28295,  Location: SOUTH TPK.EXIT 25 (Lat: 40.106944,  Lng: -75.285556),  Route carried "under" structure: State highway ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 14,999 (year 2022),  Truck Traffic: 5%,  Features Intersected: GERMANTOWN PIKE/3368E03,  Facility Carried by Structure: RAMP B (NB)
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 5.317,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 28295,  Location: SOUTH TPK.EXIT 25 (Lat: 40.106944,  Lng: -75.285556),  Route carried "under" structure: State highway ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 21,788 (year 2022),  Truck Traffic: 2%,  Features Intersected: GERMANTOWN PIKE/3368E03,  Facility Carried by Structure: RAMP B (NB)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 5.317,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 28297,  Location: SOUTH TPK.EXT.25 29J10 (Lat: 40.108972,  Lng: -75.283611),  Route carried "under" structure: State highway ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 14,999 (year 2022),  Truck Traffic: 5%,  Features Intersected: GERMANTOWN PIKE/ 3368-E3,  Facility Carried by Structure: RAMP D TO(SB)I-476
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 5.317,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 28297,  Location: SOUTH TPK.EXT.25 29J10 (Lat: 40.108972,  Lng: -75.283611),  Route carried "under" structure: State highway ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 21,788 (year 2022),  Truck Traffic: 2%,  Features Intersected: GERMANTOWN PIKE/ 3368-E3,  Facility Carried by Structure: RAMP D TO(SB)I-476
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 5.317,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 46454,  Location: .5 MI. N. I-276 3256E10 (Lat: 40.126306,  Lng: -75.284092),  Route carried "under" structure: Interstate 476,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 65,329 (year 2004),  Features Intersected: PA TPK NE EXT. (I-476),  Facility Carried by Structure: WALTON ROAD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)