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


  • National Bridge Inventory (NBI) Statistics
  • 26Number of bridges
  • 367ft / 112mTotal length
  • $11,479,000Total costs
  • 1,493,832Total average daily traffic
  • 108,069Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Rutherford
  • No street view available for this location

New bridges in Rutherford, NJ - historical statistics
  • New bridges - historical statistics
  • 41940-1949
  • 71960-1969
  • 101970-1979
  • 32000-2009
  • 22010-2019
Reconstructed bridges in Rutherford, NJ - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 12000-2009
  • 12010-2019
  • 32020-2022
Average Bridge Daily Traffic in Rutherford, NJ
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 7.1%Excellent
  • 14.3%Very good
  • 21.4%Good
  • 42.9%Satisfactory
  • 14.3%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 14.3%Excellent
  • 14.3%Very good
  • 21.4%Good
  • 21.4%Satisfactory
  • 28.6%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 14.3%Excellent
  • 28.6%Good
  • 28.6%Satisfactory
  • 28.6%Fair
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Structure Number: 20056A,  Location: 0.1 MI E. OF NJ 21 (Lat: 40.841689,  Lng: -74.123269),  Route carried "on" structure: County highway S32_I,  Year Built: 2002,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 4,310 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,259 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: PASSAIC RIVER,  Facility Carried by Structure: UNION AVENUE
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),  Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 18.3m (60.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Underwater Inspection Date: November 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 203151,  Location: 0.3 MI EAST OF NJ 21 JCT. (Lat: 40.820850,  Lng: -74.120761),  Route carried "on" structure: County highway 30,  Year Built: 2010,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 10,574 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,900 (year 2040),  Design Load: HL 93,  Features Intersected: NJ 3
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.127,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.5m (159.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable 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: 203152,  Location: 0.69 MI WEST OF NJ 17 JCT (Lat: 40.816319,  Lng: -74.113031),  Route carried "on" structure: City street ,  Year Built: 1947,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 1,897 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,315 (year 2040),  Design Load: HL 93,  Features Intersected: NJ 3,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  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: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  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: 96.9 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,215,000,  Roadway Improvement Cost: $482,000,  Total Project Cost: $5,314,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 203153,  Location: 0.43 MI W OF NJ 17 JCT. (Lat: 40.814350,  Lng: -74.108869),  Route carried "on" structure: City street ,  Year Built: 1948,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 9,710 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,848 (year 2040),  Design Load: HL 93,  Features Intersected: NJ 3,  Facility Carried by Structure: ORIENT WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 50.2 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: 38.9 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $8,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 211152,  Location: 0.12 MI SOUTH OF NJ 3 (Lat: 40.809211,  Lng: -74.100781),  Route carried "on" structure: Ramp State highway 17,  Year Built: 1972,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 26,200 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,500 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 17 NB,  Facility Carried by Structure: NJ 3 RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.284,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present 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: Latex Concrete
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Structure Number: 211153,  Location: INTERSECTION OF NJ3 (Lat: 40.810650,  Lng: -74.101011),  Route carried "on" structure: State highway 17,  Year Built: 1972,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 84,905 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 103,584 (year 2040),  Features Intersected: NJ 3
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 6.453,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  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
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Structure Number: 211154,  Location: INTERSECTION OF NJ 3 (Lat: 40.810869,  Lng: -74.101719),  Route carried "on" structure: State highway 17,  Year Built: 1971,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 47,754 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 58,260 (year 2040),  Features Intersected: NJ 3
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 6.453,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.43m (21.10ft),  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
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Structure Number: 211155,  Location: 0.2 MILES NORTH OF NJ 3 (Lat: 40.813969,  Lng: -74.102919),  Route carried "on" structure: ServiceState highway 17,  Year Built: 1972,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 3,444 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,202 (year 2040),  Design Load: HS 20,  Features Intersected: NJ 17,  Facility Carried by Structure: NORTH SERVICE RD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.044,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present 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
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Structure Number: W11196,  Location: .6 MI S INTERCHANGE 16 W (Lat: 40.792908,  Lng: -74.084700),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 136,600 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 166,650 (year 2041),  Design Load: HS 20,  Features Intersected: NJ TRANSIT &NJ TPK U-TUR,  Facility Carried by Structure: NJTPK SNW-NSW RWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.284,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.3m (119.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 36.3m (119.1ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 53.5 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: 44.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.28m (23.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $5,000,000 ( 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: W11267,  Location: INTERCHANGE 16W (Lat: 40.800000,  Lng: -74.076667),  Route carried "on" structure: Interstate 95,  Year Built: 1969,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 27.68m (90.81ft),  Average Daily Traffic: 139,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 167,000 (year 2041),  Design Load: HS 20,  Features Intersected: BERRYSCK CAN,INT16WRAMPS,  Facility Carried by Structure: NJTPK SNW-NSW RDWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.491,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 31 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 54.3m (178.1ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 57.9m (190.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 37.6 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: 28.8 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $57,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: W11267E,  Location: INTERCHANGE 16W (Lat: 40.799836,  Lng: -74.074936),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1970,  Status: Open,  Structure Length: 21.40m (70.21ft),  Average Daily Traffic: 3,703 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,519 (year 2041),  Design Load: H 20,  Features Intersected: INTER.16W ST&TN RDWYS,  Facility Carried by Structure: INT. 16W RAMP TNW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.555,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 50.9 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: 38.9 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: 21.40m (70.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,000,000 ( 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: W11267W,  Location: INTERCHANGE 16W (Lat: 40.800869,  Lng: -74.075397),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1969,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 25,080 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 30,603 (year 2041),  Design Load: H 20,  Features Intersected: BERRYS CREEK CANAL,  Facility Carried by Structure: INTER.16W RAMP TSW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.555,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 21.3m (69.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.6 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: 46.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $100,000 ( Estimate for 2015),  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: W11272C,  Location: INTERCHANGE 16 W (Lat: 40.807561,  Lng: -74.080475),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1969,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 55,413 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 67,614 (year 2041),  Design Load: HS 20,  Features Intersected: SOUTH SERVICE ROAD,  Facility Carried by Structure: NJ TPK-TC/ET/CT/WT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.298,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 27.3m (89.6ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 27.3m (89.6ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.6 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: 47.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Other
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Structure Number: W11272K,  Location: INTERCHANGE 16 W (Lat: 40.807375,  Lng: -74.080094),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2009,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 28,433 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 34,694 (year 2041),  Design Load: HS 20,  Features Intersected: SOUTH SERVICE ROAD,  Facility Carried by Structure: Int. 16W RAMP TW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.668,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.1 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: 52.8 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 203151,  Location: 0.3 MI EAST OF NJ 21 JCT. (Lat: 40.820850,  Lng: -74.120761),  Route carried "under" structure: State highway 3,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 150,364 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 3
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 8.304,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 203152,  Location: 0.69 MI WEST OF NJ 17 JCT (Lat: 40.816319,  Lng: -74.113031),  Route carried "under" structure: State highway 3,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 150,364 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 3,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 9.125,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 203153,  Location: 0.43 MI W OF NJ 17 JCT. (Lat: 40.814350,  Lng: -74.108869),  Route carried "under" structure: State highway 3,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 150,364 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 3,  Facility Carried by Structure: ORIENT WAY
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 9.543,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 211152,  Location: 0.12 MI SOUTH OF NJ 3 (Lat: 40.809211,  Lng: -74.100781),  Route carried "under" structure: State highway 17,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 46,900 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ 17 NB,  Facility Carried by Structure: NJ 3 RAMP B
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 6.276,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 211153,  Location: INTERSECTION OF NJ3 (Lat: 40.810650,  Lng: -74.101011),  Route carried "under" structure: State highway 3,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 150,364 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 3,  Facility Carried by Structure: NJ 17 NB
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 10.284,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 211154,  Location: INTERSECTION OF NJ 3 (Lat: 40.810869,  Lng: -74.101719),  Route carried "under" structure: State highway 3,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 150,364 (year 2020),  Truck Traffic: 5%,  Features Intersected: NJ 3,  Facility Carried by Structure: NJ 17 SB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 10.284,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 211155,  Location: 0.2 MILES NORTH OF NJ 3 (Lat: 40.813969,  Lng: -74.102919),  Route carried "under" structure: State highway 17,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 64,919 (year 2020),  Truck Traffic: 4%,  Features Intersected: NJ 17,  Facility Carried by Structure: NORTH SERVICE RD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 6.808,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: W11196,  Location: .6 MI S INTERCHANGE 16 W (Lat: 40.792908,  Lng: -74.084700),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 2,209 (year 2021),  Features Intersected: NJ TRANSIT &NJ TPK U-TUR,  Facility Carried by Structure: NJTPK SNW-NSW RWY
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 10.284,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: W11267,  Location: INTERCHANGE 16W (Lat: 40.800000,  Lng: -74.076667),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 29,800 (year 2021),  Truck Traffic: 14%,  Features Intersected: BERRYSCK CAN,INT16WRAMPS,  Facility Carried by Structure: NJTPK SNW-NSW RDWY
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 11.668,  Lanes on structure: 4,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.9m (190.0ft)

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Structure Number: W11267E,  Location: INTERCHANGE 16W (Lat: 40.799836,  Lng: -74.074936),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 7,406 (year 2021),  Truck Traffic: 17%,  Features Intersected: INTER.16W ST&TN RDWYS,  Facility Carried by Structure: INT. 16W RAMP TNW
Minimum Vertical Clearance: 6.88m (22.57ft),  Kilometerpoint: 11.555,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: W11272C,  Location: INTERCHANGE 16 W (Lat: 40.807561,  Lng: -74.080475),  Route carried "under" structure: ServiceCity street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 7,273 (year 2021),  Features Intersected: SOUTH SERVICE ROAD,  Facility Carried by Structure: NJ TPK-TC/ET/CT/WT
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: W11272K,  Location: INTERCHANGE 16 W (Lat: 40.807375,  Lng: -74.080094),  Route carried "under" structure: ServiceCity street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 6,482 (year 2021),  Features Intersected: SOUTH SERVICE ROAD,  Facility Carried by Structure: Int. 16W RAMP TW
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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