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

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Structure Number: 6949,  Location: SOUTH OF PENNA.TPK.35C13 (Lat: 40.160586,  Lng: -75.047725),  Route carried "on" structure: State highway 232,  Year Built: 1988,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 15,645 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,797 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: SECOND STREET PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 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: 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: 4.60m (15.09ft),  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: 6984,  Location: .5MI.N.DOYLESTOWN 22K08 (Lat: 40.334269,  Lng: -75.139539),  Route carried "on" structure: State highway 313,  Year Built: 1941,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 20,134 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,777 (year 2032),  Design Load: H 20,  Features Intersected: PINE RUN,  Facility Carried by Structure: SWAMP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.726,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $143,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17108,  Location: OLIVER LIMITS (Lat: 39.922197,  Lng: -79.723914),  Route carried "on" structure: City street T541,  Year Built: 1960,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 5,600 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 900 (year 2020),  Design Load: HS 20,  Features Intersected: REDSTONE CREEK,  Facility Carried by Structure: OLIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $147,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17273,  Location: KINGSLEY TOWNSHIP (Lat: 41.542197,  Lng: -79.243969),  Route carried "on" structure: City street 7207,  Year Built: 1993,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 75 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 100 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: OVER THE BRANCH,  Facility Carried by Structure: T-345
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22939,  Location: FLYOVER I-78 (Lat: 40.589094,  Lng: -75.589464),  Route carried "on" structure: US 22,  Year Built: 1988,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 20,187 (year 2022),  Truck Traffic: 21%,  Average Future Daily Traffic: 29,462 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: I 78 &T-572(TRI LEVEL)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.863,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 15 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 57.9m (190.0ft),  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: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.20m (36.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 2294,  Location: CHAPMAN EXIT (Lat: 40.589294,  Lng: -75.590692),  Route carried "on" structure: US 22,  Year Built: 1958,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 20,420 (year 2022),  Truck Traffic: 21%,  Average Future Daily Traffic: 27,890 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: T-572(BLUE BARN RD.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 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: 23009,  Location: 1.2 MI.E.OF PA100 (Lat: 40.583956,  Lng: -75.603036),  Route carried "on" structure: Interstate 78,  Year Built: 1988,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 91,345 (year 2022),  Truck Traffic: 24%,  Average Future Daily Traffic: 102,256 (year 2032),  Design Load: HS 20,  Features Intersected: NORFOLK/SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.035,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.3m (119.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 36.3m (119.1ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 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: 23011,  Location: OVER RUPPSVILLE RD. (Lat: 40.584214,  Lng: -75.602281),  Route carried "on" structure: Interstate 78,  Year Built: 1988,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 91,345 (year 2022),  Truck Traffic: 24%,  Average Future Daily Traffic: 102,256 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 3009 (RUPPSVILLE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.035,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 36.3m (119.1ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 2.60m (8.53ft),  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: 23016,  Location: OVER BLUEBARN RD.(T-572) (Lat: 40.589078,  Lng: -75.589358),  Route carried "on" structure: Interstate 78,  Year Built: 1988,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 36,768 (year 2022),  Truck Traffic: 28%,  Average Future Daily Traffic: 50,539 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: T-572(BLUE BARN RD.)
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 12.648,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 23017,  Location: OVER T-866(OAKVIEW RD) (Lat: 40.588939,  Lng: -75.587794),  Route carried "on" structure: Interstate 78,  Year Built: 1988,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 36,768 (year 2022),  Truck Traffic: 28%,  Average Future Daily Traffic: 50,539 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OAKVIEW RD.T-866
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.648,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  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: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 45.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 23212,  Location: TILGHMAN STREET (Lat: 40.590328,  Lng: -75.597453),  Route carried "on" structure: State highway ,  Year Built: 1940,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 18,612 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,149 (year 2032),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: SR 1002(LR443 PAR)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.358,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $198,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32078,  Location: 1.25 MI NE OF COVEYTOWN (Lat: 41.547828,  Lng: -76.432606),  Route carried "on" structure: State highway ,  Year Built: 1949,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 38 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 275 (year 2032),  Features Intersected: UNT to Lick Run,  Facility Carried by Structure: SR 4020
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $93,000

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Structure Number: 39678,  Location: 1.5 MI.NE OF SR 100 (Lat: 40.565644,  Lng: -75.582908),  Route carried "on" structure: State highway ,  Year Built: 1997,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 100 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 134 (year 2032),  Design Load: HL 93,  Features Intersected: DETENTION POND OVERFLOW,  Facility Carried by Structure: SR3008 CETRONIA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 0.9m (3.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 4296,  Location: SR 222;RAMPS C&D (Lat: 40.556422,  Lng: -75.614011),  Route carried "on" structure: US 222,  Year Built: 2005,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 31,114 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 30,765 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: IRON RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.898,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Inventory Rating: 97.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019

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Structure Number: 42961,  Location: SR 3017 TREXLERTOWN (Lat: 40.538294,  Lng: -75.614978),  Route carried "on" structure: State highway ,  Year Built: 2005,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,835 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,282 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SCHAEFER RUN,  Facility Carried by Structure: SR 3017
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Other Special Inspection Date: July 2021

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Structure Number: 44126,  Location: UPPER MACUNGIE (Lat: 40.564169,  Lng: -75.586728),  Route carried "on" structure: US 222,  Year Built: 2006,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 14,967 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 15,748 (year 2032),  Design Load: HL 93,  Features Intersected: OVER SR 3008
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.239,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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: 4414,  Location: UPPER MACUNGIE (Lat: 40.561225,  Lng: -75.603614),  Route carried "on" structure: US 222,  Year Built: 2007,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 16,147 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,017 (year 2032),  Design Load: HL 93,  Features Intersected: OVER NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.591,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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: 44141,  Location: UPPER MACUNGIE (Lat: 40.560958,  Lng: -75.603819),  Route carried "on" structure: US 222,  Year Built: 2007,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 14,967 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 15,748 (year 2032),  Design Load: HL 93,  Features Intersected: OVER NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.672,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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: 44142,  Location: LOWER MACUNGIE (Lat: 40.564167,  Lng: -75.585694),  Route carried "on" structure: Bypass US 222,  Year Built: 2007,  Status: Open,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 16,147 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,017 (year 2032),  Design Load: HL 93,  Features Intersected: OVER SR 8032/7476/2015
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 12.637,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.1m (148.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 80.7 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: 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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: 4425,  Location: UPPER MACUNGIE (Lat: 40.558619,  Lng: -75.609133),  Route carried "on" structure: US 222,  Year Built: 2006,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 14,967 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 15,748 (year 2032),  Design Load: HS 20,  Features Intersected: PA 100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.672,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 25.4 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,  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: 44251,  Location: UPPER MACUNGIE (Lat: 40.558800,  Lng: -75.609128),  Route carried "on" structure: US 222,  Year Built: 2007,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 16,147 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 15,017 (year 2032),  Design Load: HL 93,  Features Intersected: PA 100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.591,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 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: 4555,  Location: NORTH OF TREXLERTOWN (Lat: 40.554600,  Lng: -75.608469),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 610 (year 2038),  Design Load: HL 93,  Features Intersected: IRON RUN,  Facility Carried by Structure: CETRONIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 74.5 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 47391,  Location: TILGHMAN OVER CHAPMANS RD (Lat: 40.590542,  Lng: -75.596353),  Route carried "on" structure: State highway ,  Year Built: 2012,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 18,612 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,149 (year 2032),  Design Load: HL 93,  Features Intersected: T-574(CHAPMANS RD.),  Facility Carried by Structure: SR 1002(LR443 PAR)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.174,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5391,  Location: TREXLERTOWN NEAR RT.100 (Lat: 40.547903,  Lng: -75.605869),  Route carried "on" structure: State highway ,  Year Built: 2018,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 10,281 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,796 (year 2032),  Design Load: HL 93,  Features Intersected: IRON RUN,  Facility Carried by Structure: Hamilton Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.813,  Lanes on structure: 3,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22939,  Location: FLYOVER I-78 (Lat: 40.589094,  Lng: -75.589464),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 1,102 (year 1996),  Truck Traffic: 5%,  Features Intersected: I 78 &T-572(TRI LEVEL),  Facility Carried by Structure: US 22 EB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.9m (190.0ft)

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Structure Number: 22939,  Location: FLYOVER I-78 (Lat: 40.589094,  Lng: -75.589464),  Route carried "under" structure: Interstate 78,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 18,468 (year 2022),  Truck Traffic: 27%,  Features Intersected: I 78 &T-572(TRI LEVEL),  Facility Carried by Structure: US 22 EB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 12.670,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.9m (190.0ft)

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Structure Number: 22939,  Location: FLYOVER I-78 (Lat: 40.589094,  Lng: -75.589464),  Route carried "under" structure: Interstate 78,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 18,300 (year 2022),  Truck Traffic: 29%,  Features Intersected: I 78 &T-572(TRI LEVEL),  Facility Carried by Structure: US 22 EB
Minimum Vertical Clearance: 6.24m (20.47ft),  Kilometerpoint: 12.648,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.9m (190.0ft)

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Structure Number: 2294,  Location: CHAPMAN EXIT (Lat: 40.589294,  Lng: -75.590692),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 680 (year 1975),  Truck Traffic: 1%,  Features Intersected: T-572(BLUE BARN RD.),  Facility Carried by Structure: US 22(LR 443 WB)
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 23011,  Location: OVER RUPPSVILLE RD. (Lat: 40.584214,  Lng: -75.602281),  Route carried "under" structure: State highway ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 6,100 (year 2022),  Truck Traffic: 10%,  Features Intersected: SR 3009 (RUPPSVILLE RD),  Facility Carried by Structure: I-78 (LR 1045)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 2.626,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 23016,  Location: OVER BLUEBARN RD.(T-572) (Lat: 40.589078,  Lng: -75.589358),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 1%,  Features Intersected: T-572(BLUE BARN RD.),  Facility Carried by Structure: I-78(LR 1045)
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 23017,  Location: OVER T-866(OAKVIEW RD) (Lat: 40.588939,  Lng: -75.587794),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 1%,  Features Intersected: OAKVIEW RD.T-866,  Facility Carried by Structure: I 78(LR 1045)
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 44126,  Location: UPPER MACUNGIE (Lat: 40.564169,  Lng: -75.586728),  Route carried "under" structure: State highway ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 7,877 (year 2020),  Truck Traffic: 3%,  Features Intersected: OVER SR 3008,  Facility Carried by Structure: US 222
Minimum Vertical Clearance: 5.32m (17.45ft),  Kilometerpoint: 1.548,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 44142,  Location: LOWER MACUNGIE (Lat: 40.564167,  Lng: -75.585694),  Route carried "under" structure: State highway ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 3,693 (year 2022),  Truck Traffic: 7%,  Features Intersected: OVER SR 8032/7476/2015,  Facility Carried by Structure: US 222 SB
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 44142,  Location: LOWER MACUNGIE (Lat: 40.564167,  Lng: -75.585694),  Route carried "under" structure: State highway ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 5,720 (year 2021),  Truck Traffic: 3%,  Features Intersected: OVER SR 8032/7476/2015,  Facility Carried by Structure: US 222 SB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 3.312,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 44142,  Location: LOWER MACUNGIE (Lat: 40.564167,  Lng: -75.585694),  Route carried "under" structure: Other road (0B),  Year Built: 2007,  Structure Length: 0. m,  Features Intersected: OVER SR 8032/7476/2015,  Facility Carried by Structure: US 222 SB
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 4425,  Location: UPPER MACUNGIE (Lat: 40.558619,  Lng: -75.609133),  Route carried "under" structure: State highway 100,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 8,354 (year 2020),  Truck Traffic: 19%,  Features Intersected: PA 100,  Facility Carried by Structure: US 222 NB
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 10.142,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 4425,  Location: UPPER MACUNGIE (Lat: 40.558619,  Lng: -75.609133),  Route carried "under" structure: State highway 100,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 7,747 (year 2020),  Truck Traffic: 18%,  Features Intersected: PA 100,  Facility Carried by Structure: US 222 NB
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 10.173,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 4425,  Location: UPPER MACUNGIE (Lat: 40.558619,  Lng: -75.609133),  Route carried "under" structure: State highway ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 4,169 (year 2021),  Truck Traffic: 5%,  Features Intersected: PA 100,  Facility Carried by Structure: US 222 NB
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 2.546,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 4425,  Location: UPPER MACUNGIE (Lat: 40.558619,  Lng: -75.609133),  Route carried "under" structure: State highway ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 4,839 (year 2021),  Truck Traffic: 6%,  Features Intersected: PA 100,  Facility Carried by Structure: US 222 NB
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 2.546,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 44251,  Location: UPPER MACUNGIE (Lat: 40.558800,  Lng: -75.609128),  Route carried "under" structure: State highway 100,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 8,354 (year 2020),  Truck Traffic: 19%,  Features Intersected: PA 100,  Facility Carried by Structure: US 222 SB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 10.142,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 44251,  Location: UPPER MACUNGIE (Lat: 40.558800,  Lng: -75.609128),  Route carried "under" structure: State highway 100,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 7,747 (year 2020),  Truck Traffic: 18%,  Features Intersected: PA 100,  Facility Carried by Structure: US 222 SB
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 10.173,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.6m (97.1ft)