Bridge Statistics for King of Prussia, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 28301,  Location: U. MER. TWP. 27J12/3366D5 (Lat: 40.091111,  Lng: -75.415833),  Route carried "on" structure: Ramp State highway ,  Year Built: 1965,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 8,609 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,227 (year 2032),  Design Load: HS 20,  Features Intersected: 422-COUNTY LINE EXPRESS,  Facility Carried by Structure: 422 - RAMPS K & L
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.00m (22.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $501,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 41218,  Location: S. VALLEY FORGE 24K2 (Lat: 40.077475,  Lng: -75.411292),  Route carried "on" structure: State highway ,  Year Built: 2001,  Status: Open,  Structure Length: 10.09m (33.10ft),  Average Daily Traffic: 10,183 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,152 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: US-202,RMPS L & BC-2,  Facility Carried by Structure: OLD EAGLE SCHOL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.203,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 54.6m (179.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.00m (36.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41219,  Location: K OF PRUSSIA 34B1/3366G7 (Lat: 40.084078,  Lng: -75.392997),  Route carried "on" structure: Ramp State highway ,  Year Built: 2002,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 22,553 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 708 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SCHUYLKILL EXPWY, RAMP D,  Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.80m (28.87ft),  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41226,  Location: .5MI SE TPK.EXIT24 34B01 (Lat: 40.083139,  Lng: -75.397119),  Route carried "on" structure: Ramp State highway ,  Year Built: 2003,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 8,435 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,488 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RAMP 'B',  Facility Carried by Structure: RAMP 'A-1'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.6m (152.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very 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: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41227,  Location: S.I-76/202 34A2/3366F8 (Lat: 40.079444,  Lng: -75.400833),  Route carried "on" structure: State highway ,  Year Built: 2001,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 8,986 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,299 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RAMPS L AND Q,  Facility Carried by Structure: SOUTH WARNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.066,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41228,  Location: KING OF PRUSSIA 34A01 (Lat: 40.081514,  Lng: -75.402733),  Route carried "on" structure: State highway ,  Year Built: 2001,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 8,986 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,145 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: US RTE 202;RMPS F1 AND S,  Facility Carried by Structure: SOUTH WARNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.60m (24.93ft),  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41238,  Location: .2 MI NE DEVON PK 25A2 (Lat: 40.078711,  Lng: -75.404758),  Route carried "on" structure: Ramp State highway ,  Year Built: 2001,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 5,091 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,976 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RAMPS L,N,Q,  Facility Carried by Structure: RAMP P
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: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.4m (171.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 41239,  Location: SW WARNER RD 34A2/3366F8 (Lat: 40.079011,  Lng: -75.403458),  Route carried "on" structure: State highway ,  Year Built: 2001,  Status: Open,  Structure Length: 13.72m (45.01ft),  Average Daily Traffic: 2,856 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,354 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RAMPS L AND Q,  Facility Carried by Structure: DEVON PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 14.80m (48.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41245,  Location: .1MI.N.INT.DV.PK 25A2 (Lat: 40.078961,  Lng: -75.405222),  Route carried "on" structure: Ramp State highway ,  Year Built: 2001,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 2,022 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,031 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RAMPS L,N,Q,R,S,  Facility Carried by Structure: RAMP O
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 77.1 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.90m (35.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 4125,  Location: .4MI.S.INTER 34B01/3366G7 (Lat: 40.083544,  Lng: -75.394683),  Route carried "on" structure: Ramp State highway ,  Year Built: 2002,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 14,849 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,118 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SCHUYLKILL EXPWY;RAMP D,  Facility Carried by Structure: RAMP D-2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 67.1 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.10m (29.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41303,  Location: .2MI.S.GULPH RD 34C01 (Lat: 40.084367,  Lng: -75.393108),  Route carried "on" structure: Ramp State highway ,  Year Built: 2003,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 14,849 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,118 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RAMP B ( WB I76)/3366-H7,  Facility Carried by Structure: RAMP D-2 TO RT 422
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41304,  Location: .3MI.S.GULPH RD 3366H07 (Lat: 40.083164,  Lng: -75.391492),  Route carried "on" structure: Ramp State highway ,  Year Built: 2003,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 11,740 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,996 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RAMP D / 3366-H7,  Facility Carried by Structure: RAMP I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41305,  Location: .SMI.S.GULPH ROAD 34C01 (Lat: 40.083600,  Lng: -75.394133),  Route carried "on" structure: Ramp State highway ,  Year Built: 2003,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 11,061 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,756 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RAMP B / 3366-H7,  Facility Carried by Structure: RAMP E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: 10.0m (32.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41396,  Location: .7MI. 422/202 34C1/3366H8 (Lat: 40.081458,  Lng: -75.389772),  Route carried "on" structure: Ramp State highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 45,742 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,932 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: ABRAMS RUN,  Facility Carried by Structure: RAMP L
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.735,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 62.6 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41485,  Location: NR VF TOLL 34C01/3366H7 (Lat: 40.081547,  Lng: -75.388078),  Route carried "on" structure: Ramp State highway ,  Year Built: 2002,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 18,606 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,463 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: ABRAMS RUN,  Facility Carried by Structure: RAMP D AND H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 66.2 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 43246,  Location: AT GULPH RD 34C01/3366H7 (Lat: 40.084844,  Lng: -75.389158),  Route carried "on" structure: US 202,  Year Built: 2003,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 59,562 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 58,869 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: ABRAMS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.070,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 51.2m (168.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4427,  Location: NEAR KING OF P 28E13 (Lat: 40.090175,  Lng: -75.376556),  Route carried "on" structure: US 202,  Year Built: 2006,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 32,796 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,640 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: PA. TRNPK( I-276)/3366K6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.770,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.1m (148.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 44455,  Location: E VALLEY FORGE PK 3366C6 (Lat: 40.092017,  Lng: -75.421814),  Route carried "on" structure: State highway ,  Year Built: 2008,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 3,353 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,040 (year 2032),  Design Load: HL 93,  Features Intersected: TROUT CREEK,  Facility Carried by Structure: GULPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.193,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 45772,  Location: 16-H13/3366-C6 (Lat: 40.090447,  Lng: -75.422683),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,452 (year 2032),  Design Load: HS 20,  Features Intersected: Trout Creek,  Facility Carried by Structure: Richards Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: Toll bridge,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  Culverts: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 45773,  Location: 27-K13 / 3366-E6 (Lat: 40.089997,  Lng: -75.407500),  Route carried "on" structure: Alternate Other road ,  Year Built: 2003,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 5,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,000 (year 2038),  Design Load: HL 93,  Features Intersected: TPK Toll Ramps,  Facility Carried by Structure: Goddard Blvd.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 67.1m (220.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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,  Underclear: High priority of corrective action,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 45774,  Location: 28D13 / 3366J6 (Lat: 40.092097,  Lng: -75.385797),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 13,198 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,000 (year 2034),  Design Load: HL 93,  Features Intersected: PA Turnpike,  Facility Carried by Structure: Allendale Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: Toll bridge,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 54181,  Location: N OF SWEDESFORD RD 3368C8 (Lat: 40.078406,  Lng: -75.420542),  Route carried "on" structure: Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 110 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 134 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: BRANCH OF TROUT CREEK,  Facility Carried by Structure: WEMBLEY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.0 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54599,  Location: 422 INTERCHANGE 3366C04 (Lat: 40.101139,  Lng: -75.418806),  Route carried "on" structure: State highway 23,  Year Built: 2017,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 20,886 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,202 (year 2032),  Design Load: HL 93,  Features Intersected: COUNTY LINE EXPRESSWAY,  Facility Carried by Structure: VALLEY FORGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.170,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to 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,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 55826,  Location: SR422/SR23 INTC. 3366C04 (Lat: 40.104844,  Lng: -75.420250),  Route carried "on" structure: Ramp State highway ,  Year Built: 2018,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 6,466 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,915 (year 2039),  Design Load: HL 93,  Features Intersected: U.S. 422,  Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 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: 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,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 57438,  Location: 500FT W KOP RD (Lat: 40.079444,  Lng: -75.389556),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 250 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 300 (year 2022),  Design Load: HS 20,  Features Intersected: ABRAMS CREEK,  Facility Carried by Structure: TANNERY RD
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: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 57441,  Location: 0.3mi N Croton Rd (Lat: 40.077361,  Lng: -75.390833),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 250 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 260 (year 2040),  Features Intersected: CROW CREEK,  Facility Carried by Structure: KERRWOOD 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),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Channel: Poor,  Culverts: Critical,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021

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Structure Number: 10159,  Location: TREDYFFRIN 25A2 (Lat: 40.079592,  Lng: -75.406983),  Route carried "under" structure: Ramp State highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 11,128 (year 2022),  Truck Traffic: 7%,  Features Intersected: RAMPS Q & R AT 422,  Facility Carried by Structure: US 202
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 10159,  Location: TREDYFFRIN 25A2 (Lat: 40.079592,  Lng: -75.406983),  Route carried "under" structure: Ramp State highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 16,959 (year 2022),  Truck Traffic: 8%,  Features Intersected: RAMPS Q & R AT 422,  Facility Carried by Structure: US 202
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 10159,  Location: TREDYFFRIN 25A2 (Lat: 40.079592,  Lng: -75.406983),  Route carried "under" structure: US 422,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 40,822 (year 2021),  Truck Traffic: 6%,  Features Intersected: RAMPS Q & R AT 422,  Facility Carried by Structure: US 202
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 5.362,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 10159,  Location: TREDYFFRIN 25A2 (Lat: 40.079592,  Lng: -75.406983),  Route carried "under" structure: US 422,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 43,271 (year 2021),  Truck Traffic: 5%,  Features Intersected: RAMPS Q & R AT 422,  Facility Carried by Structure: US 202
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 5.367,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 10324,  Location: KING OF PRUSSIA 24K2 (Lat: 40.081239,  Lng: -75.408167),  Route carried "under" structure: Ramp State highway ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 22,544 (year 2022),  Truck Traffic: 8%,  Features Intersected: CTY.LN.EXP;RAMP E,SB/WB,  Facility Carried by Structure: SWEDESFORD ROAD
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 10324,  Location: KING OF PRUSSIA 24K2 (Lat: 40.081239,  Lng: -75.408167),  Route carried "under" structure: Ramp State highway ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 10,355 (year 2022),  Truck Traffic: 7%,  Features Intersected: CTY.LN.EXP;RAMP E,SB/WB,  Facility Carried by Structure: SWEDESFORD ROAD
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 10324,  Location: KING OF PRUSSIA 24K2 (Lat: 40.081239,  Lng: -75.408167),  Route carried "under" structure: US 422,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 43,271 (year 2021),  Truck Traffic: 5%,  Features Intersected: CTY.LN.EXP;RAMP E,SB/WB,  Facility Carried by Structure: SWEDESFORD ROAD
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 5.367,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 10324,  Location: KING OF PRUSSIA 24K2 (Lat: 40.081239,  Lng: -75.408167),  Route carried "under" structure: US 422,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 40,822 (year 2021),  Truck Traffic: 6%,  Features Intersected: CTY.LN.EXP;RAMP E,SB/WB,  Facility Carried by Structure: SWEDESFORD ROAD
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 5.362,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 10762,  Location: NEAR VALLEY FORGE PARK (Lat: 40.086317,  Lng: -75.429647),  Route carried "under" structure: City street ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Features Intersected: T-576,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.9m (25.9ft)

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Structure Number: 10764,  Location: EAST OF VALLEY FORGE PARK (Lat: 40.088267,  Lng: -75.422142),  Route carried "under" structure: City street ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2008),  Truck Traffic: 8%,  Features Intersected: T-616,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 3.51m (11.52ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.9m (25.9ft)

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Structure Number: 10766,  Location: WEST OF VALLEY FORGE INT6 (Lat: 40.090000,  Lng: -75.416700),  Route carried "under" structure: US 422,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 43,271 (year 2021),  Truck Traffic: 5%,  Features Intersected: SR 0422, SR 3039,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 4.720,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 10766,  Location: WEST OF VALLEY FORGE INT6 (Lat: 40.090000,  Lng: -75.416700),  Route carried "under" structure: US 422,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 40,822 (year 2021),  Truck Traffic: 6%,  Features Intersected: SR 0422, SR 3039,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 4.720,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 10766,  Location: WEST OF VALLEY FORGE INT6 (Lat: 40.090000,  Lng: -75.416700),  Route carried "under" structure: State highway ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 12,996 (year 2022),  Truck Traffic: 4%,  Features Intersected: SR 0422, SR 3039,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 7.062,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 10766,  Location: WEST OF VALLEY FORGE INT6 (Lat: 40.090000,  Lng: -75.416700),  Route carried "under" structure: State highway ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 10,526 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 0422, SR 3039,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.56m (14.96ft),  Kilometerpoint: 7.078,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 27141,  Location: BRIDGEPORT 28H10/3367C3 (Lat: 40.106592,  Lng: -75.357533),  Route carried "under" structure: State highway 3021,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 14,600 (year 1980),  Features Intersected: SCHUYLKILL PARKWAY,  Facility Carried by Structure: VALLEY FORGE ROAD
Minimum Vertical Clearance: 9.81m (32.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 2722,  Location: KING OF PRUSSIA 34B01 (Lat: 40.085419,  Lng: -75.398714),  Route carried "under" structure: State highway ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 9,756 (year 2022),  Truck Traffic: 3%,  Features Intersected: NORTH GULPH ROAD,  Facility Carried by Structure: SCHUYLKILL EXPWAY.
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 5.378,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 2722,  Location: KING OF PRUSSIA 34B01 (Lat: 40.085419,  Lng: -75.398714),  Route carried "under" structure: State highway ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 10,252 (year 2022),  Truck Traffic: 3%,  Features Intersected: NORTH GULPH ROAD,  Facility Carried by Structure: SCHUYLKILL EXPWAY.
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 5.382,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 27233,  Location: E. K OF P 34E02/3366K8 (Lat: 40.078967,  Lng: -75.377569),  Route carried "under" structure: State highway ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 5,795 (year 2020),  Truck Traffic: 4%,  Features Intersected: CROTON ROAD,  Facility Carried by Structure: SCHUYLKILL EXP-WAY
Minimum Vertical Clearance: 4.46m (14.63ft),  Kilometerpoint: 2.636,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 27236,  Location: UPPER MERION TWP. 34G02 (Lat: 40.075903,  Lng: -75.361147),  Route carried "under" structure: Interstate 76,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 72,719 (year 2022),  Truck Traffic: 4%,  Features Intersected: SCHUYLKILL EXPRESSWAY,  Facility Carried by Structure: WEADLEY ROAD(T363)
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 3.187,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 27236,  Location: UPPER MERION TWP. 34G02 (Lat: 40.075903,  Lng: -75.361147),  Route carried "under" structure: Interstate 76,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 58,027 (year 2022),  Truck Traffic: 8%,  Features Intersected: SCHUYLKILL EXPRESSWAY,  Facility Carried by Structure: WEADLEY ROAD(T363)
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 3.209,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 27239,  Location: 3MI.E.KING PRUSSIA 34K03 (Lat: 40.071953,  Lng: -75.345719),  Route carried "under" structure: Interstate 76,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 48,142 (year 2022),  Truck Traffic: 10%,  Features Intersected: SCHUYLKILL EXPRESSWAY,  Facility Carried by Structure: GYPSY LANE(T711)
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 4.804,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 27239,  Location: 3MI.E.KING PRUSSIA 34K03 (Lat: 40.071953,  Lng: -75.345719),  Route carried "under" structure: Interstate 76,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 58,027 (year 2022),  Truck Traffic: 8%,  Features Intersected: SCHUYLKILL EXPRESSWAY,  Facility Carried by Structure: GYPSY LANE(T711)
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 4.820,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 27241,  Location: GULPH MILLS 34K04 (Lat: 40.068183,  Lng: -75.341083),  Route carried "under" structure: State highway 320,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 7,420 (year 2022),  Truck Traffic: 8%,  Features Intersected: S.GULPH RD,CRK,SEPTA,  Facility Carried by Structure: SCHUYLKILL EXPWAY.
Minimum Vertical Clearance: 17.12m (56.17ft),  Kilometerpoint: 1.603,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 27241,  Location: GULPH MILLS 34K04 (Lat: 40.068183,  Lng: -75.341083),  Route carried "under" structure: State highway ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 17,923 (year 2022),  Truck Traffic: 5%,  Features Intersected: S.GULPH RD,CRK,SEPTA,  Facility Carried by Structure: SCHUYLKILL EXPWAY.
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.074,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 27326,  Location: K OF P 34B1/3366G7 (Lat: 40.083317,  Lng: -75.394342),  Route carried "under" structure: Interstate 76,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 36,626 (year 2022),  Truck Traffic: 10%,  Features Intersected: SCHUYLKILL EXPRESSWAY,  Facility Carried by Structure: DEKALB PIKE
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 27326,  Location: K OF P 34B1/3366G7 (Lat: 40.083317,  Lng: -75.394342),  Route carried "under" structure: Interstate 76,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 32,054 (year 2022),  Truck Traffic: 10%,  Features Intersected: SCHUYLKILL EXPRESSWAY,  Facility Carried by Structure: DEKALB PIKE
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 27326,  Location: K OF P 34B1/3366G7 (Lat: 40.083317,  Lng: -75.394342),  Route carried "under" structure: Ramp State highway ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 18,606 (year 2022),  Truck Traffic: 7%,  Features Intersected: SCHUYLKILL EXPRESSWAY,  Facility Carried by Structure: DEKALB PIKE
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 27452,  Location: VALLEY FORGE 27J12/3366D5 (Lat: 40.097694,  Lng: -75.418289),  Route carried "under" structure: State highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 17,605 (year 2022),  Truck Traffic: 2%,  Features Intersected: NORTH GULPH ROAD,  Facility Carried by Structure: EB COUNTY LINE EXP
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 7.886,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)