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

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Structure Number: 121B515,  Location: 0.81 miles east of CR 604 (Lat: 40.564789,  Lng: -74.232069),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 583 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 712 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: TRIBUTARY OF ARTHUR KILL,  Facility Carried by Structure: PROLOGIS WAY
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.304,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 121B516,  Location: 1.07 miles east of CR 604 (Lat: 40.564039,  Lng: -74.227550),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 583 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 712 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: TRIBUTARY OF ARTHUR KILL,  Facility Carried by Structure: PROLOGIS WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 121B517,  Location: 0.05 miles east of CR 604 (Lat: 40.568319,  Lng: -74.244511),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 583 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 712 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: TRIBUTARY OF ARTHUR KILL,  Facility Carried by Structure: PROLOGIS WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 1250161,  Location: 2.0MI S of NJTPK Exit 12 (Lat: 40.566650,  Lng: -74.250600),  Route carried "on" structure: County highway 604,  Year Built: 1959,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 18,846 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,996 (year 2041),  Design Load: HS 20,  Features Intersected: CHEMICAL COAST SECONDARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.036,  Lanes on structure: 2,  Lanes under structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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

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Structure Number: 1252163,  Location: 2.0MI S of NJTPK Exit 12 (Lat: 40.567411,  Lng: -74.248339),  Route carried "on" structure: County highway 604,  Year Built: 1958,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 18,846 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,996 (year 2041),  Design Load: HS 20,  Features Intersected: PORT READING SECONDARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.213,  Lanes on structure: 2,  Lanes under structure: 2,  Maintenance Responsibility: 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: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Total Project Cost: $14,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: M09327,  Location: 0.4 MI N SA 10S & 10N (Lat: 40.563333,  Lng: -74.261667),  Route carried "on" structure: County highway 604,  Year Built: 1970,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 15.36m (50.39ft),  Average Daily Traffic: 18,003 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,968 (year 2041),  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: PORT READING AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.038,  Lanes on structure: 2,  Lanes under structure: 19,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 41.5m (136.2ft),  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: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.4 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: 33.4 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.36m (50.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $153,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $306,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: M09381N,  Location: .9 MI N WOODBRIDGE SERV.A (Lat: 40.568333,  Lng: -74.253333),  Route carried "on" structure: Interstate 95,  Year Built: 1950,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 103,955 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 126,845 (year 2041),  Design Load: H 20,  Features Intersected: PORT READING RR & 94UTRN,  Facility Carried by Structure: NJTPK SNI ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.005,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 56.7 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: 43.7 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $250,000,  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: M09381S,  Location: .9 MI N WOODBRIDGE SERV.A (Lat: 40.568333,  Lng: -74.253333),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 105,441 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 128,760 (year 2041),  Design Load: HS 20,  Features Intersected: PORT READING RR & 94UTRN,  Facility Carried by Structure: NJTPK NSI ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.005,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 69.3 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: 53.5 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: Somewhat better than minimum adequacy,  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: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $250,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: M09406,  Location: 1.83 Mi. South of Int. 12 (Lat: 40.571458,  Lng: -74.251008),  Route carried "on" structure: Interstate 95,  Year Built: 1947,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 196,710 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 240,024 (year 2041),  Design Load: HS 20,  Features Intersected: Colonial Pipelines,  Facility Carried by Structure: TPKNSO/NSI/SNI/SNO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.407,  Lanes on structure: 14,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 83.2m (273.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Culverts: Good,  Operating Rating: 54.4 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: MN9381N,  Location: 0.9 MI N WOODBRIDGE SA (Lat: 40.568333,  Lng: -74.253333),  Route carried "on" structure: Interstate 95,  Year Built: 1970,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 104,591 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 127,622 (year 2041),  Design Load: HS 20,  Features Intersected: PORT READING RR & 94UTRN,  Facility Carried by Structure: SNO ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.005,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 72.9 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: 56.1 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $255,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: MS9381S,  Location: .9 MI N WOODBRIDGE SERV.A (Lat: 40.568333,  Lng: -74.253333),  Route carried "on" structure: Interstate 95,  Year Built: 1950,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 104,591 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 127,622 (year 2041),  Design Load: H 20,  Features Intersected: PORT READING RR & 94UTRN,  Facility Carried by Structure: NJTPK NSO ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.005,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 48.3 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: 37.3 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: Somewhat better than minimum adequacy,  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: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1250161,  Location: 2.0MI S of NJTPK Exit 12 (Lat: 40.566650,  Lng: -74.250600),  Route carried "under" structure: ServiceOther road ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 18 (year 2021),  Features Intersected: CHEMICAL COAST SECONDARY,  Facility Carried by Structure: PORT RDNG AV-CR604
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 1252163,  Location: 2.0MI S of NJTPK Exit 12 (Lat: 40.567411,  Lng: -74.248339),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 17 (year 2021),  Features Intersected: PORT READING SECONDARY,  Facility Carried by Structure: PORT RDG AVE-CR604
Minimum Vertical Clearance: 6.96m (22.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: M09327,  Location: 0.4 MI N SA 10S & 10N (Lat: 40.563333,  Lng: -74.261667),  Route carried "under" structure: Interstate 604,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 974 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: PORT READING AVE.
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 12.038,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: M09327,  Location: 0.4 MI N SA 10S & 10N (Lat: 40.563333,  Lng: -74.261667),  Route carried "under" structure: Interstate 95,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 91,809 (year 2021),  Truck Traffic: 23%,  Features Intersected: NJ TURNPIKE,  Facility Carried by Structure: PORT READING AVE.
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 77.120,  Lanes on structure: 2,  Lanes under structure: 18,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: M09381N,  Location: .9 MI N WOODBRIDGE SERV.A (Lat: 40.568333,  Lng: -74.253333),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 1,548 (year 2021),  Truck Traffic: 9%,  Features Intersected: PORT READING RR & 94UTRN,  Facility Carried by Structure: NJTPK SNI ROADWAY
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 78.214,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: M09381S,  Location: .9 MI N WOODBRIDGE SERV.A (Lat: 40.568333,  Lng: -74.253333),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1,548 (year 2021),  Truck Traffic: 4%,  Features Intersected: PORT READING RR & 94UTRN,  Facility Carried by Structure: NJTPK NSI ROADWAY
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 78.214,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: MN9381N,  Location: 0.9 MI N WOODBRIDGE SA (Lat: 40.568333,  Lng: -74.253333),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1,548 (year 2021),  Truck Traffic: 1%,  Features Intersected: PORT READING RR & 94UTRN,  Facility Carried by Structure: SNO ROADWAY
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 78.005,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: MS9381S,  Location: .9 MI N WOODBRIDGE SERV.A (Lat: 40.568333,  Lng: -74.253333),  Route carried "under" structure: Ramp Interstate ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 1,548 (year 2021),  Truck Traffic: 1%,  Features Intersected: PORT READING RR & 94UTRN,  Facility Carried by Structure: NJTPK NSO ROADWAY
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 78.005,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)