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

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Structure Number: 130HL59,  Location: 1 MI NORTH OF CO RD#526 (Lat: 40.109581,  Lng: -74.161589),  Route carried "on" structure: Other road ,  Year Built: 1952,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 793 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 963 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MUDDY FORD BROOK,  Facility Carried by Structure: RAMTOWN-GREENVL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1506003,  Location: 0.25 MI. SOUTH OF NJ 88 (Lat: 40.078761,  Lng: -74.156311),  Route carried "on" structure: County highway 549,  Year Built: 1996,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 22,680 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,670 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SO BRCH METEDECONK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.866,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 0.0m,  Curb-To-Curb Width: 26.9m (88.3ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: 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: May 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1506004,  Location: 0.7 MI N OF NJ 88 (Lat: 40.091569,  Lng: -74.152169),  Route carried "on" structure: County highway 549,  Year Built: 1985,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 21,085 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,725 (year 2040),  Design Load: HS 20,  Features Intersected: NO BRCH METEDECONK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.459,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 151415,  Location: 0.14 MI EAST OF GSP JCT (Lat: 40.081489,  Lng: -74.151861),  Route carried "on" structure: State highway 88,  Year Built: 1987,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 12,545 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,054 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: N. Br. Metedeconk River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.713,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 87.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Underwater Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 360911N,  Location: 0.25 MI S OF RT88&GSP JCT (Lat: 40.077808,  Lng: -74.155647),  Route carried "on" structure: Other road GSP,  Year Built: 2015,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 54,780 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 66,830 (year 2041),  Design Load: HL 93,  Features Intersected: CHAMBERS BR RD (CR549)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 146.595,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.9 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: 46.3 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 360911S,  Location: 0.25 MI S OF RT88&GSP JCT (Lat: 40.078150,  Lng: -74.156033),  Route carried "on" structure: Other road GSP,  Year Built: 2015,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 54,780 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 66,830 (year 2041),  Design Load: HL 93,  Features Intersected: CHAMBERS BR RD (CR 549)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 146.595,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 60.6 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: 47.0 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 360912N,  Location: 0.2 MI.S.OF RT88& GSP JCT (Lat: 40.079228,  Lng: -74.155289),  Route carried "on" structure: Other road GSP,  Year Built: 2015,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 57,330 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 69,950 (year 2041),  Design Load: HL 93,  Features Intersected: S. BR.METEDECONK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 146.772,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.5 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: 48.3 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: Better than present minimum criteria,  Deck Geometry: Superior 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: April 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: 360912S,  Location: 0.2 MI.S.OF RT88& GSP JCT (Lat: 40.079311,  Lng: -74.155578),  Route carried "on" structure: Other road GSP,  Year Built: 2015,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 53,115 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 64,800 (year 2041),  Design Load: HL 93,  Features Intersected: S.Br. Metedeconk River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 146.772,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.2 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: 47.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 360915S,  Location: 1.5 MI NW OF RT70&88 CIR (Lat: 40.083825,  Lng: -74.153314),  Route carried "on" structure: Other road GSP,  Year Built: 2015,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 52,025 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 63,470 (year 2041),  Design Load: HL 93,  Features Intersected: N.Br. Metedeconk River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 147.271,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.6 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: 45.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 360926C,  Location: 0.02MI S OF CR 549 (Lat: 40.094981,  Lng: -74.144331),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 2017,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 99 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 121 (year 2041),  Design Load: HL 93,  Features Intersected: N. BRANCH METEDECONK RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 149.025,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  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: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 67.4 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: 51.8 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: 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: June 2021

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Structure Number: 360926D,  Location: 0.02MI S OF CR 549 (Lat: 40.095831,  Lng: -74.142850),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 2017,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 750 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 915 (year 2041),  Design Load: HL 93,  Features Intersected: N. BRANCH METEDECONK RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 149.025,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 83.3 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: 64.5 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 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: June 2021

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Structure Number: 360926T,  Location: 2.0MI N OF RTS 70&88 CIR (Lat: 40.097400,  Lng: -74.142950),  Route carried "on" structure: County highway 549,  Year Built: 2014,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 26,918 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,515 (year 2041),  Design Load: HL 93,  Features Intersected: GSP,  Facility Carried by Structure: BURNT TAVERN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.602,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 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: 45.0 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 360911N,  Location: 0.25 MI S OF RT88&GSP JCT (Lat: 40.077808,  Lng: -74.155647),  Route carried "under" structure: County highway 549,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 40,892 (year 2021),  Truck Traffic: 4%,  Features Intersected: CHAMBERS BR RD (CR549),  Facility Carried by Structure: GSP NB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 16.753,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 360911S,  Location: 0.25 MI S OF RT88&GSP JCT (Lat: 40.078150,  Lng: -74.156033),  Route carried "under" structure: County highway 549,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 40,892 (year 2021),  Truck Traffic: 4%,  Features Intersected: CHAMBERS BR RD (CR 549),  Facility Carried by Structure: GSP SB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 16.802,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 360926T,  Location: 2.0MI N OF RTS 70&88 CIR (Lat: 40.097400,  Lng: -74.142950),  Route carried "under" structure: Other road GSP,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 55,407 (year 2019),  Truck Traffic: 3%,  Features Intersected: GSP,  Facility Carried by Structure: BURNT TAVERN RD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 149.057,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 360926T,  Location: 2.0MI N OF RTS 70&88 CIR (Lat: 40.097400,  Lng: -74.142950),  Route carried "under" structure: Ramp Other road GSP,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: GSP,  Facility Carried by Structure: BURNT TAVERN RD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 149.057,  Lanes on structure: 4,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 360926T,  Location: 2.0MI N OF RTS 70&88 CIR (Lat: 40.097400,  Lng: -74.142950),  Route carried "under" structure: Ramp Other road GSP,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: GSP,  Facility Carried by Structure: BURNT TAVERN RD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 149.057,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)