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


  • National Bridge Inventory (NBI) Statistics
  • 206Number of bridges
  • 837m2,746ftTotal length
  • $40,096,000Total costs
  • 9,714,023Total average daily traffic
  • 1,625,904Total average daily truck traffic
  • 7,270,609Total future (year 2037) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Elizabeth
  • No street view available for this location

New bridges in Elizabeth, NJ - Historical Statistics
  • New bridges - Historical Statistics
  • 11910-1919
  • 71920-1929
  • 31930-1939
  • 381950-1959
  • 221960-1969
  • 751970-1979
  • 351980-1989
  • 161990-1999
  • 82000-2009
  • 12010-2018
Reconstructed bridges in Elizabeth, NJ - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21950-1959
  • 11960-1969
  • 21970-1979
  • 51980-1989
  • 161990-1999
  • 42000-2009
  • 12010-2018
Average Bridge Daily Traffic in Elizabeth, NJ
Average Bridge Truck Traffic in Elizabeth, NJ
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 0.9%Excellent
  • 5.4%Very good
  • 53.2%Good
  • 36.9%Satisfactory
  • 1.8%Fair
  • 1.8%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 9.0%Excellent
  • 26.1%Very good
  • 52.3%Good
  • 10.8%Satisfactory
  • 1.8%Fair
  • 0.9%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 18.0%Excellent
  • 51.4%Very good
  • 27.9%Good
  • 2.7%Satisfactory
  • 27.9%Fair
  • 0.9%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 4.3%Excellent
  • 65.2%Very good
  • 26.1%Good
  • 4.3%Satisfactory
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Structure Number: 200215,  Location: 1.52 MI NORTH OF RT I-278 (Lat: 40.656131,  Lng: -74.210900),  Route carried "on" structure: MainlineUS 1&9,  Year Built: 2006,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 70,890 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 86,485 (year 2037),  Design Load: HL 93,  Features Intersected: ELIZABETH RV & LOCAL STS,  Facility Carried by Structure: US 1+9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.521,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 305.0m (1,000.7ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 30.6m (100.4ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.9 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: 38.6 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200215,  Location: 1.52 MI NORTH OF RT I-278 (Lat: 40.656131,  Lng: -74.210900),  Route carried "under" structure: MainlineCity street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 5,825 (year 2017),  Truck Traffic: 4%,  Features Intersected: ELIZABETH RV & LOCAL STS,  Facility Carried by Structure: US 1+9
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 2.382,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.4m (185.0ft)

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Structure Number: 200215,  Location: 1.52 MI NORTH OF RT I-278 (Lat: 40.656131,  Lng: -74.210900),  Route carried "under" structure: ServiceCity street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 4,885 (year 2017),  Truck Traffic: 3%,  Features Intersected: ELIZABETH RV & LOCAL STS,  Facility Carried by Structure: US 1+9
Minimum Vertical Clearance: 7.37m (24.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.4m (185.0ft)

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Structure Number: 200215,  Location: 1.52 MI NORTH OF RT I-278 (Lat: 40.656131,  Lng: -74.210900),  Route carried "under" structure: MainlineCounty highway 614,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 2,345 (year 2017),  Truck Traffic: 3%,  Features Intersected: ELIZABETH RV & LOCAL STS,  Facility Carried by Structure: US 1+9
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.239,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.4m (185.0ft)

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Structure Number: 2002152,  Location: 0.8 MI South of CR 624 (Lat: 40.667081,  Lng: -74.203919),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 11,201 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,668 (year 2037),  Design Load: HL 93,  Features Intersected: US ROUTE 1&9,  Facility Carried by Structure: MAGNOLIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.2 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: 56.4 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  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: 2002152,  Location: 0.8 MI South of CR 624 (Lat: 40.667081,  Lng: -74.203919),  Route carried "under" structure: MainlineUS 1,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 79,530 (year 2017),  Truck Traffic: 4%,  Features Intersected: US ROUTE 1&9,  Facility Carried by Structure: MAGNOLIA AVENUE
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 71.841,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 2004002,  Location: 1 MI. N. OF I-278 (Lat: 40.642031,  Lng: -74.198331),  Route carried "on" structure: City street 9020,  Year Built: 2010,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 2,900 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,480 (year 2036),  Design Load: HL 93,  Features Intersected: ELIZABETH RIVER,  Facility Carried by Structure: SOUTH FIRST STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 108.0m (354.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 76.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2016,  Underwater Inspection Date: September 2014,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2004004,  Location: SUMMER ST AT ELIZABETH RV (Lat: 40.650000,  Lng: -74.209811),  Route carried "on" structure: City street 9020,  Year Built: 1932,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 9,140 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,970 (year 2036),  Design Load: HS 20,  Features Intersected: ELIZABETH RIVER,  Facility Carried by Structure: SUMMER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 1.4m (4.6ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2016,  Underwater Inspection Date: September 2014,  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: 2004005,  Location: NEAR PEARL STREET (Lat: 40.658069,  Lng: -74.210561),  Route carried "on" structure: City street 9020,  Year Built: 1984,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 18,440 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,130 (year 2036),  Features Intersected: ELIZABETH RIVER,  Facility Carried by Structure: SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 17.40m (57.09ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: March 2016,  Underwater Inspection Date: September 2014,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $99,000 ( Estimate for 2016),  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: 2004006,  Location: NEAR PEARL STREET (Lat: 40.660931,  Lng: -74.211500),  Route carried "on" structure: City street 9020,  Year Built: 1984,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 11,500 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,810 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: ELIZABETH RIVER,  Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 80.7 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: March 2016,  Underwater Inspection Date: September 2014,  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: 2004007,  Location: NEAR ELIZABETH AVENUE (Lat: 40.660889,  Lng: -74.215011),  Route carried "on" structure: MainlineCounty highway 623,  Year Built: 1984,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 14,910 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,900 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: ELIZABETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 203.0m (666.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: March 2016,  Underwater Inspection Date: September 2014,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2004008,  Location: NEAR SOUTH BROAD STREET (Lat: 40.661669,  Lng: -74.217511),  Route carried "on" structure: City street 9020,  Year Built: 1984,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 8,990 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,790 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: ELIZABETH RIVER,  Facility Carried by Structure: RAHWAY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2004009,  Location: NEAR CHERRY STREET (Lat: 40.663169,  Lng: -74.218861),  Route carried "on" structure: City street 9020,  Year Built: 1984,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 4,310 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,170 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: ELIZABETH RIVER,  Facility Carried by Structure: MURRAY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  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: 200401,  Location: NEAR CHERRY STREET (Lat: 40.664561,  Lng: -74.218889),  Route carried "on" structure: City street 9020,  Year Built: 1984,  Status: Open,  Structure Length: 0.18m (0.59ft),  Average Daily Traffic: 15,980 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,180 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: ELIZABETH RIVER,  Facility Carried by Structure: WEST JERSEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 8.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  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: 2004011,  Location: NEAR PRICE STREET (Lat: 40.666281,  Lng: -74.218531),  Route carried "on" structure: City street 9020,  Year Built: 1984,  Status: Open,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 8,920 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,710 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: ELIZABETH RIVER,  Facility Carried by Structure: WEST GRAND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 99.0m (324.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  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: 2004014,  Location: NEAR SAYER STREET (Lat: 40.669850,  Lng: -74.219019),  Route carried "on" structure: MainlineCounty highway 629,  Year Built: 1984,  Status: Open,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 14,300 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,160 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: ELIZABETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  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: 2004015,  Location: NEAR MORRIS AVENUE (Lat: 40.671061,  Lng: -74.219489),  Route carried "on" structure: City street 9020,  Year Built: 1984,  Status: Open,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 25,640 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,770 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: ELIZABETH RIVER,  Facility Carried by Structure: IRVINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  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: 2004016,  Location: NEAR HILLSIDE LINE (Lat: 40.675000,  Lng: -74.222250),  Route carried "on" structure: City street 9020,  Year Built: 1984,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 1,810 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,170 (year 2036),  Design Load: HS 20,  Features Intersected: ELIZABETH RIVER,  Facility Carried by Structure: TROTTERS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  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: 2004018,  Location: TRENTON AVE AT ELIZ RIV (Lat: 40.647331,  Lng: -74.205031),  Route carried "on" structure: City street 9020,  Year Built: 1951,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.46m (1.51ft),  Average Daily Traffic: 15,200 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,250 (year 2036),  Design Load: HS 20,  Features Intersected: ELIZABETH RIVER,  Facility Carried by Structure: TRENTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2016,  Underwater Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2004101,  Location: 0.2 mi west of NJTP (Lat: 40.669639,  Lng: -74.181350),  Route carried "on" structure: Ramp City street 9120,  Year Built: 1999,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 8,830 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,600 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: EARHART DRIVE,  Facility Carried by Structure: JERSEY GARDENS BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 1 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-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 29.90m (98.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $113,000 ( Estimate for 2016),  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: 2004101,  Location: 0.2 mi west of NJTP (Lat: 40.669639,  Lng: -74.181350),  Route carried "under" structure: Business City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 2,208 (year 2016),  Truck Traffic: 1%,  Features Intersected: EARHART DRIVE,  Facility Carried by Structure: JERSEY GARDENS BLV
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 2004102,  Location: 0.1MI E OF NJTP EXIT 13A (Lat: 40.663689,  Lng: -74.180361),  Route carried "on" structure: City street 9120,  Year Built: 1998,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 13,250 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,900 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: CONRAIL & NORFOLK S RR,  Facility Carried by Structure: JERSEY GARDENS BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 226.0m (741.5ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 51.5m (169.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  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: 2004103,  Location: 0.2 mi east of NJTP (Lat: 40.661011,  Lng: -74.180000),  Route carried "on" structure: City street 9120,  Year Built: 1997,  Status: Open,  Structure Length: 13.75m (45.11ft),  Average Daily Traffic: 8,830 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,600 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK So. RR, ACCES RD,  Facility Carried by Structure: VET. MEM. DRIVE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  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: 2004103,  Location: 0.2 mi east of NJTP (Lat: 40.661011,  Lng: -74.180000),  Route carried "under" structure: ServiceCity street ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 64 (year 2016),  Truck Traffic: 1%,  Features Intersected: NORFOLK So. RR, ACCES RD,  Facility Carried by Structure: VET. MEM. DRIVE
Minimum Vertical Clearance: 6.96m (22.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 200715,  Location: 0.1 mi north of NJ 28 (Lat: 40.668000,  Lng: -74.219469),  Route carried "on" structure: MainlineState highway 27,  Year Built: 1978,  Status: Open,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 11,400 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,600 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: ELIZABETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.959,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  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: 2007151,  Location: 3.37 MI SOUTH OF I-78 JCT (Lat: 40.666561,  Lng: -74.220739),  Route carried "on" structure: MainlineState highway 27,  Year Built: 1920,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 11,225 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,697 (year 2037),  Features Intersected: former CNJRR (ABAND)
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 54.718,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Poor,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 38.10m (125.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Critical Feature Inspection Date: August 2017,  Other Special Inspection Date: August 2017,  Bridge Improvement Cost: $3,150,000,  Roadway Improvement Cost: $315,000,  Total Project Cost: $4,725,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2013154,  Location: 0.9MI SOUTH OF RT 27 (Lat: 40.677289,  Lng: -74.225711),  Route carried "on" structure: MainlineState highway 439,  Year Built: 1986,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 27,070 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,500 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: ELIZABETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.844,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 1.4m (4.6ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 7.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.40m (43.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $73,000 ( 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: 201515,  Location: 1 MI EAST OF US 1&9 JCT (Lat: 40.643500,  Lng: -74.212700),  Route carried "under" structure: MainlineInterstate 278,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 34,880 (year 2016),  Truck Traffic: 9%,  Features Intersected: I-278, RAMPS "DA" & "AD",  Facility Carried by Structure: BRUNSWICK AVE.
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 1.625,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 201515,  Location: 1 MI EAST OF US 1&9 JCT (Lat: 40.643500,  Lng: -74.212700),  Route carried "under" structure: Ramp Interstate 278,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 11,880 (year 2016),  Truck Traffic: 9%,  Features Intersected: I-278, RAMPS "DA" & "AD",  Facility Carried by Structure: BRUNSWICK AVE.
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 1.625,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 2019151,  Location: 0.6 MI N OF NJTPK EX 13A (Lat: 40.676139,  Lng: -74.191119),  Route carried "on" structure: MainlineState highway 81,  Year Built: 1982,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 44,255 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 61,957 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: NORTH AVE WB CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 326.0m (1,069.6ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  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: 2019151,  Location: 0.6 MI N OF NJTPK EX 13A (Lat: 40.676139,  Lng: -74.191119),  Route carried "under" structure: MainlineCounty highway 624,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 36,489 (year 2017),  Truck Traffic: 4%,  Features Intersected: NORTH AVE WB CONN,  Facility Carried by Structure: ROUTE NJ 81
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 1.642,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 2019152,  Location: 0.9 MI N OF NJTPK EX 13A (Lat: 40.677031,  Lng: -74.191331),  Route carried "on" structure: MainlineState highway 81,  Year Built: 1982,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 61,180 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 82,400 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: RAMP G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.159,  Lanes on structure: 6,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 329.0m (1,079.4ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  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: 2019152,  Location: 0.9 MI N OF NJTPK EX 13A (Lat: 40.677031,  Lng: -74.191331),  Route carried "under" structure: Ramp US 1,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 6,380 (year 2017),  Truck Traffic: 5%,  Features Intersected: RAMP G
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 73.338,  Lanes on structure: 6,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 2019153,  Location: 0.9 MI N OF NJTPK EX 13A (Lat: 40.679461,  Lng: -74.192500),  Route carried "on" structure: Ramp State highway 81,  Year Built: 1982,  Status: Open,  Structure Length: 19.42m (63.71ft),  Average Daily Traffic: 7,700 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,400 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: US 1&9 and NJ 81,  Facility Carried by Structure: RAMP E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 88.0m (288.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 7.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Critical Feature Inspection Date: July 2017,  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: 2019153,  Location: 0.9 MI N OF NJTPK EX 13A (Lat: 40.679461,  Lng: -74.192500),  Route carried "under" structure: MainlineUS 1,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 128,610 (year 2017),  Truck Traffic: 5%,  Features Intersected: US 1&9 and NJ 81,  Facility Carried by Structure: RAMP E
Minimum Vertical Clearance: 8.84m (29.00ft),  Kilometerpoint: 73.531,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.6m (11.8ft)

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Structure Number: 2019153,  Location: 0.9 MI N OF NJTPK EX 13A (Lat: 40.679461,  Lng: -74.192500),  Route carried "under" structure: MainlineState highway 81,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 23,090 (year 2017),  Truck Traffic: 20%,  Features Intersected: US 1&9 and NJ 81,  Facility Carried by Structure: RAMP E
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.6m (11.8ft)

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Structure Number: 2019154,  Location: 1.91 m S of US22 on US1&9 (Lat: 40.680061,  Lng: -74.193411),  Route carried "on" structure: MainlineState highway 81,  Year Built: 1982,  Status: Open,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 15,390 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 20,800 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: US 1&9 Exp & local
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 1.609,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Critical Feature Inspection Date: July 2017,  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: 2019154,  Location: 1.91 m S of US22 on US1&9 (Lat: 40.680061,  Lng: -74.193411),  Route carried "under" structure: MainlineUS 1,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 128,610 (year 2017),  Truck Traffic: 5%,  Features Intersected: US 1&9 Exp & local
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 73.595,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 204916,  Location: 0.35 MILES N OF US 1&9 (Lat: 40.648639,  Lng: -74.231069),  Route carried "on" structure: MainlineCounty highway 616,  Year Built: 1986,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 8,710 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,450 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: AMTRAK NE CORRIDOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  Lanes on structure: 4,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  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: 2049161,  Location: .1 NORTH OF JEFFERSON AVE (Lat: 40.679481,  Lng: -74.206561),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 2,280 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,740 (year 2034),  Features Intersected: AMTRAK NE CORRIDOR,  Facility Carried by Structure: HAND PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 27.70m (90.88ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Critical Feature Inspection Date: December 2014,  Bridge Improvement Cost: $1,826,000,  Roadway Improvement Cost: $183,000,  Total Project Cost: $3,600,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2050161,  Location: 0.05 MI S of NJ Route 28 (Lat: 40.661189,  Lng: -74.260689),  Route carried "on" structure: City street ,  Year Built: 1911,  Year Reconstructed: 2007,  Status: Posted for load,  Structure Length: 0.29m (0.95ft),  Average Daily Traffic: 2,877 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,510 (year 2036),  Features Intersected: ABND ELIZABETH IND TRACK,  Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.008,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Critical Feature Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2050162,  Location: 0.16 MI S of NJ Route 28 (Lat: 40.666000,  Lng: -74.223811),  Route carried "on" structure: MainlineState highway 27Z,  Year Built: 1926,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 8,286 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,111 (year 2036),  Features Intersected: Abnd Elizabeth Ind Track,  Facility Carried by Structure: Chilton Avenue
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 54.444,  Lanes on structure: 2,  Base Highway Network: Yes,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.8m (9.2ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 38.10m (125.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Critical Feature Inspection Date: August 2016,  Bridge Improvement Cost: $1,665,000,  Roadway Improvement Cost: $155,000,  Total Project Cost: $2,897,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3800002,  Location: AT 95 & 278 INTERSECT (Lat: 40.642889,  Lng: -74.208050),  Route carried "under" structure: MainlineInterstate 278,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 39,500 (year 2012),  Truck Traffic: 10%,  Features Intersected: I278
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 1.931,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: Toll bridge,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.1m (6.9ft)

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Structure Number: 380002,  Location: .3 MI WEST LINCOLN TUNNEL (Lat: 40.768931,  Lng: -74.024250),  Route carried "on" structure: MainlineState highway NJ495,  Year Built: 1937,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 133,210 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 159,850 (year 2037),  Design Load: HS 20,  Features Intersected: NONE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.368,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Agenciy,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 54.90m (180.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $5,573,000,  Roadway Improvement Cost: $557,000,  Total Project Cost: $11,300,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3800022,  Location: 0.5 MI FROM NJ TPK TOLL (Lat: 40.673919,  Lng: -74.187500),  Route carried "on" structure: MainlineCounty highway 624,  Year Built: 2002,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 21,957 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,791 (year 2036),  Design Load: HS 20,  Features Intersected: South Directory Road,  Facility Carried by Structure: North Ave No 49
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.867,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.77m (2.53ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Critical Feature Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3800022,  Location: 0.5 MI FROM NJ TPK TOLL (Lat: 40.673919,  Lng: -74.187500),  Route carried "under" structure: ServiceOther road ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 1%,  Features Intersected: South Directory Road,  Facility Carried by Structure: North Ave No 49
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.9m (12.8ft)

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Structure Number: 3800061,  Location: 4.5 MI FROM NJ TPK TOLL (Lat: 40.696669,  Lng: -74.181669),  Route carried "on" structure: Ramp Other road ,  Year Built: 1969,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 16,200 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,400 (year 2036),  Design Load: HS 20,  Features Intersected: US 1+9,  Facility Carried by Structure: EXIT RAMP # 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Toll Authority,  Maintenance Responsibility: Private,  Approaching Roadway Width: 0.7m (2.3ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 0.7m (2.3ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.59m (1.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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