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

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Structure Number: 20031A,  Location: 0.10 MI EAST OF CR 79 (Lat: 40.895111,  Lng: -74.078611),  Route carried "on" structure: County highway 56I,  Year Built: 1923,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 35,123 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 42,856 (year 2040),  Features Intersected: SADDLE RIVER,  Facility Carried by Structure: ESSEX ST (CR 56 I)
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 4.699,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 57.2 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $54,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $300,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20031B,  Location: 0.02 MI. E OF 1ST STREET (Lat: 40.873439,  Lng: -74.089089),  Route carried "on" structure: County highway 40I,  Year Built: 1902,  Year Reconstructed: 1971,  Status: Posted for load,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 9,596 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,709 (year 2040),  Design Load: H 15,  Features Intersected: SADDLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $1,611,000,  Roadway Improvement Cost: $330,000,  Total Project Cost: $2,900,000 ( Estimate for 2020),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 20031C,  Location: 0.22 Mi. SE OF CR 40 (Lat: 40.869461,  Lng: -74.090231),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 3,439 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,265 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SADDLE RIVER,  Facility Carried by Structure: TERRACE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 20031D,  Location: 0.11 MI W OF CR 40 (Lat: 40.877439,  Lng: -74.087389),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 1,416 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,728 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SADDLE RIVER,  Facility Carried by Structure: ARNOT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 20031E,  Location: 0.02 MI W of Main St. (Lat: 40.885039,  Lng: -74.082911),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 3,521 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,225 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SADDLE RIVER,  Facility Carried by Structure: BORIG PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 20031F,  Location: 0.54 MI EAST OF US RT 46 (Lat: 40.888939,  Lng: -74.081811),  Route carried "on" structure: County highway 42,  Year Built: 1976,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 15,697 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,153 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SADDLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.428,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 220157,  Location: 2.1 Mile East of GSP (Lat: 40.882481,  Lng: -74.084519),  Route carried "on" structure: US 46,  Year Built: 2011,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 73,021 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 89,099 (year 2040),  Design Load: HL 93,  Features Intersected: SADDLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.037,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.9m (88.3ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 26.9m (88.3ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  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: 55.4 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220158,  Location: 1.55 Mile West of RT 17 (Lat: 40.882119,  Lng: -74.083769),  Route carried "on" structure: US 46,  Year Built: 2011,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 73,021 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 89,099 (year 2040),  Design Load: HL 93,  Features Intersected: MAIN STREET (CR 61)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.118,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 96.9 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: 80.0 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: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 225167,  Location: 0.6 MI WEST OF RTE 17SB (Lat: 40.892611,  Lng: -74.076239),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 14,135 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,247 (year 2041),  Design Load: HS 20,  Features Intersected: I-80,  Facility Carried by Structure: RIVERVIEW AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 63.5 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.82m (19.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,013,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $2,616,000 ( Estimate for 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: 22615,  Location: 3.4 MI. W. OF RTE I-95 (Lat: 40.885800,  Lng: -74.068700),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 14.30m (46.92ft),  Average Daily Traffic: 40,915 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 49,100 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: 17 SB,GREGG ST,NYS&W RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.690,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 26 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 70.7m (232.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 226151,  Location: 3.4 MI WEST OF RTE I-95 (Lat: 40.885939,  Lng: -74.068561),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 109,110 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 130,930 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RTE 17SB, GREGG ST & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.690,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.5m (132.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 61.9m (203.1ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 44.3m (145.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.26m (43.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $59,312,000,  Roadway Improvement Cost: $2,965,000,  Total Project Cost: $66,000,000 ( Estimate for 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: 220155,  Location: 1.6 MILES EAST OF GSP (Lat: 40.886639,  Lng: -74.091619),  Route carried "under" structure: US 46,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 69,500 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 46,  Facility Carried by Structure: OUTWATER LANE
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 106.265,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 220158,  Location: 1.55 Mile West of RT 17 (Lat: 40.882119,  Lng: -74.083769),  Route carried "under" structure: County highway 61,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 17,177 (year 2020),  Truck Traffic: 4%,  Features Intersected: MAIN STREET (CR 61),  Facility Carried by Structure: ROUTE US 46
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 3.524,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 225167,  Location: 0.6 MI WEST OF RTE 17SB (Lat: 40.892611,  Lng: -74.076239),  Route carried "under" structure: Interstate 80,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 112,488 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-80,  Facility Carried by Structure: RIVERVIEW AVENUE
Minimum Vertical Clearance: 6.61m (21.69ft),  Kilometerpoint: 102.708,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 22615,  Location: 3.4 MI. W. OF RTE I-95 (Lat: 40.885800,  Lng: -74.068700),  Route carried "under" structure: State highway 17,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 53,893 (year 2021),  Truck Traffic: 4%,  Features Intersected: 17 SB,GREGG ST,NYS&W RR,  Facility Carried by Structure: I-80 EB LOCAL
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 15.900,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 70.7m (232.0ft)

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Structure Number: 22615,  Location: 3.4 MI. W. OF RTE I-95 (Lat: 40.885800,  Lng: -74.068700),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 1,450 (year 2021),  Truck Traffic: 1%,  Features Intersected: 17 SB,GREGG ST,NYS&W RR,  Facility Carried by Structure: I-80 EB LOCAL
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 70.7m (232.0ft)

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Structure Number: 226151,  Location: 3.4 MI WEST OF RTE I-95 (Lat: 40.885939,  Lng: -74.068561),  Route carried "under" structure: State highway 17,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 53,893 (year 2021),  Truck Traffic: 4%,  Features Intersected: RTE 17SB, GREGG ST & RR,  Facility Carried by Structure: I-80WB, EB EXP
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 15.900,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.9m (203.1ft)

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Structure Number: 226151,  Location: 3.4 MI WEST OF RTE I-95 (Lat: 40.885939,  Lng: -74.068561),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 1,450 (year 2021),  Truck Traffic: 1%,  Features Intersected: RTE 17SB, GREGG ST & RR,  Facility Carried by Structure: I-80WB, EB EXP
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.9m (203.1ft)