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 - historical statistics
- 41940-1949
- 71960-1969
- 101970-1979
- 32000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 12000-2009
- 12010-2019
- 32020-2022
- Bridge Condition - Deck
- 7.1%Excellent
- 14.3%Very good
- 21.4%Good
- 42.9%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 14.3%Excellent
- 14.3%Very good
- 21.4%Good
- 21.4%Satisfactory
- 28.6%Fair
- 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
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
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
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
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
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
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
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
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
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
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
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
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
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
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)