Bridge Statistics for Runnemede, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 41215,  Location: 0.85 MI S OF I-295 JCT (Lat: 39.854931,  Lng: -75.098331),  Route carried "on" structure: State highway 42,  Year Built: 1956,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 59,016 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 70,819 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.324,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 412151,  Location: 0.85 MI S OF I-295 JCT (Lat: 39.855000,  Lng: -75.098331),  Route carried "on" structure: State highway 42,  Year Built: 1956,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 53,664 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 64,397 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.324,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 59.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,530,000,  Total Project Cost: $1,936,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 802151,  Location: 0.75 MI N OF RT 42 JCT (Lat: 39.840311,  Lng: -75.084139),  Route carried "on" structure: State highway 41,  Year Built: 1927,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 28,916 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,284 (year 2041),  Features Intersected: SO. BR. BIG TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.647,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 56.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 804152,  Location: 0.65 MI S OF 42-NJTPK JCT (Lat: 39.846669,  Lng: -75.095000),  Route carried "on" structure: State highway 42,  Year Built: 1956,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 152,368 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 217,618 (year 2041),  Design Load: H 20,  Features Intersected: ALMONESSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.229,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 47.2m (154.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 80.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Underwater Inspection Date: June 2019

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Structure Number: 804153,  Location: 0.1 MI S OF 42-NJTPK JCT (Lat: 39.852781,  Lng: -75.096939),  Route carried "on" structure: State highway 42,  Year Built: 1999,  Status: Open,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 118,032 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 141,638 (year 2041),  Design Load: HS 20,  Features Intersected: BIG TIMBER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.098,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.4m (149.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 45.4m (149.0ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 54.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 832153,  Location: 0.7 MI N.CO.RT621 & 55JCT (Lat: 39.842869,  Lng: -75.095539),  Route carried "on" structure: State highway 55,  Year Built: 1985,  Status: Open,  Structure Length: 37.34m (122.51ft),  Average Daily Traffic: 40,503 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,604 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NJ 42 & ALMONESSON CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.430,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 3,  Length of Maximum Span: 71.6m (234.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M02461,  Location: 1.5 MI SOUTH OF EXIT 3 (Lat: 39.854264,  Lng: -75.099889),  Route carried "on" structure: Other road NJTPK,  Year Built: 1950,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 54,952 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 67,052 (year 2040),  Design Load: HS 20,  Features Intersected: BIG TIMBER CREEK,  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.944,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 33 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.7m (12.1ft), Horizontal Clearance: 18.3m (60.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Underwater Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: M02572,  Location: 0.4 MI SOUTH OF INT. 3 (Lat: 39.858850,  Lng: -75.079439),  Route carried "on" structure: Other road NJTPK,  Year Built: 1950,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 54,952 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 67,052 (year 2040),  Design Load: H 20,  Features Intersected: PRSL RR GRENLOCH BRANCH,  Facility Carried by Structure: TURNPIKE MAINLINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.714,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: M02588,  Location: 0.2 MI SOUTH OF EXIT 3 (Lat: 39.859217,  Lng: -75.076794),  Route carried "on" structure: Other road NJTPK,  Year Built: 1950,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 54,952 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 65,939 (year 2040),  Design Load: H 20,  Features Intersected: NJ 168(BLACK HORSE PIKE),  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.972,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 37.1m (121.7ft),  Out-to-Out Width: 39.8m (130.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 25.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: M02613B,  Location: INTERCHANGE 3 (Lat: 39.861094,  Lng: -75.077425),  Route carried "on" structure: Ramp Other road NJTPK,  Year Built: 1950,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 5,714 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,972 (year 2040),  Design Load: HS 20,  Features Intersected: NJ ROUTE 168,  Facility Carried by Structure: TPK INT 3 WT & TE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.972,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Other

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Structure Number: M2613AR,  Location: AT INTERCHANGE 3 (Lat: 39.860200,  Lng: -75.071744),  Route carried "on" structure: Ramp Other road NJTPK,  Year Built: 2005,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 9,356 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 11,415 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: NJ TPK RAMPS C&E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.358,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 61.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41215,  Location: 0.85 MI S OF I-295 JCT (Lat: 39.854931,  Lng: -75.098331),  Route carried "under" structure: Other road NJTPK,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 69,401 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: NJ 42 NB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 40.073,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 412151,  Location: 0.85 MI S OF I-295 JCT (Lat: 39.855000,  Lng: -75.098331),  Route carried "under" structure: Other road NJTPK,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 69,401 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: NJ 42 SB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 40.073,  Lanes on structure: 5,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 832153,  Location: 0.7 MI N.CO.RT621 & 55JCT (Lat: 39.842869,  Lng: -75.095539),  Route carried "under" structure: State highway 42,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 118,032 (year 2021),  Truck Traffic: 5%,  Features Intersected: NJ 42 & ALMONESSON CK,  Facility Carried by Structure: NJ 55 NB
Minimum Vertical Clearance: 7.71m (25.30ft),  Kilometerpoint: 20.181,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.6m (234.9ft)

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Structure Number: M02588,  Location: 0.2 MI SOUTH OF EXIT 3 (Lat: 39.859217,  Lng: -75.076794),  Route carried "under" structure: State highway 168,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 20,680 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 168(BLACK HORSE PIKE),  Facility Carried by Structure: NJ TURNPIKE
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 10.622,  Lanes on structure: 5,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: M02613B,  Location: INTERCHANGE 3 (Lat: 39.861094,  Lng: -75.077425),  Route carried "under" structure: State highway 168,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 20,680 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ ROUTE 168,  Facility Carried by Structure: TPK INT 3 WT & TE
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 10.622,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: M2613AR,  Location: AT INTERCHANGE 3 (Lat: 39.860200,  Lng: -75.071744),  Route carried "under" structure: Other road NJTPK,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 56,057 (year 2020),  Truck Traffic: 12%,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: NJ TPK RAMPS C&E
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 42.358,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)