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


  • National Bridge Inventory (NBI) Statistics
  • 62Number of bridges
  • 610ft / 186mTotal length
  • $92,673,000Total costs
  • 4,162,403Total average daily traffic
  • 202,478Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Union
  • No street view available for this location

New bridges in Union, NJ - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 21920-1929
  • 71940-1949
  • 211950-1959
  • 61960-1969
  • 171970-1979
  • 12000-2009
  • 72010-2019
Reconstructed bridges in Union, NJ - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11920-1929
  • 01930-1939
  • 01940-1949
  • 01950-1959
  • 31960-1969
  • 41970-1979
  • 01980-1989
  • 01990-1999
  • 32000-2009
  • 42010-2019
Average Bridge Daily Traffic in Union, NJ
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 9.7%Very good
  • 29.0%Good
  • 19.4%Satisfactory
  • 35.5%Fair
  • 6.5%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 3.0%Very good
  • 27.3%Good
  • 39.4%Satisfactory
  • 27.3%Fair
  • 3.0%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 6.1%Very good
  • 18.2%Good
  • 57.6%Satisfactory
  • 18.2%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 46.2%Good
  • 53.8%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 50.0%Satisfactory
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Structure Number: 2003161,  Location: 0.9 MI. EAST OF CR 509A (Lat: 40.687711,  Lng: -74.311931),  Route carried "on" structure: US 22,  Year Built: 1917,  Year Reconstructed: 1926,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 41,300 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 49,600 (year 2041),  Design Load: HS 20,  Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.199,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Total Project Cost: $277,000 ( Estimate for 2021)
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Structure Number: 2003162,  Location: 0.9 MI. EAST OF CR 509A (Lat: 40.688650,  Lng: -74.311739),  Route carried "on" structure: US 22,  Year Built: 1941,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 41,300 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 49,600 (year 2041),  Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.199,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Bridge Improvement Cost: $277,000,  Total Project Cost: $319,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2003166,  Location: 0.3 MI W OF GSP JCT (Lat: 40.691881,  Lng: -74.273189),  Route carried "on" structure: US 22,  Year Built: 1929,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 59,089 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 72,027 (year 2041),  Design Load: HS 20,  Features Intersected: CHESTNUT STREET(CR626)
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 88.530,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  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: 15.5m (50.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $5,578,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $8,140,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2003167,  Location: 0.1 MI W OF G S PARKWAY (Lat: 40.691919,  Lng: -74.268500),  Route carried "on" structure: US 22,  Year Built: 1941,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 64,710 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 77,652 (year 2041),  Design Load: HS 20,  Features Intersected: BURKE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.932,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 2003168,  Location: 1.0 MI WEST OF GS PARKWAY (Lat: 40.692069,  Lng: -74.268219),  Route carried "on" structure: US 22,  Year Built: 1941,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,400 (year 2040),  Design Load: HL 93,  Features Intersected: BURKE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.932,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 97.2 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: 84.9 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200415,  Location: 0.89mi N. of CR 509 (Lat: 40.697081,  Lng: -74.252661),  Route carried "on" structure: County highway 630,  Year Built: 1940,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 15,270 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,630 (year 2041),  Features Intersected: US 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.731,  Lanes on structure: 3,  Lanes under structure: 4,  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: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2004159,  Location: 0.3 MI EAST OF GSP JCT (Lat: 40.694881,  Lng: -74.262339),  Route carried "on" structure: US 22,  Year Built: 1953,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 31,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 37,200 (year 2040),  Features Intersected: NJ 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.657,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,049,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $1,264,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200416,  Location: GSP INTERCHANGE NO. 140 (Lat: 40.694250,  Lng: -74.260869),  Route carried "on" structure: US 22,  Year Built: 1952,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 74,189 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 90,607 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.657,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2004161,  Location: .37 MI EAST OF GSP JCT (Lat: 40.693650,  Lng: -74.261269),  Route carried "on" structure: Ramp US 22,  Year Built: 1952,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 5,975 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,165 (year 2021),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.657,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2004162,  Location: 0.37 MI E OF GSP JCT (Lat: 40.693719,  Lng: -74.261219),  Route carried "on" structure: Ramp US 22,  Year Built: 1952,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 6,795 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,155 (year 2041),  Design Load: HS 20,  Features Intersected: RELIEF,  Facility Carried by Structure: NJ 82 EB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.657,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 201017,  Location: 0.2 MI W OF RT124&I78 JCT (Lat: 40.713531,  Lng: -74.299869),  Route carried "on" structure: Interstate 78,  Year Built: 1967,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 40,060 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 48,881 (year 2041),  Design Load: HS 20,  Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.224,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy
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Structure Number: 2010171,  Location: BETWEEN I-78 EXITS 48&49 (Lat: 40.713331,  Lng: -74.298861),  Route carried "on" structure: Interstate 78,  Year Built: 1967,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 80,710 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 96,852 (year 2041),  Design Load: HS 20,  Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.240,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2010172,  Location: 0.1MI W of Interch. 49 (Lat: 40.714150,  Lng: -74.299900),  Route carried "on" structure: Interstate 78,  Year Built: 1967,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 86,255 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 103,505 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.240,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2010175,  Location: 2.7 MI WEST OF GSP JCT (Lat: 40.715181,  Lng: -74.295961),  Route carried "on" structure: Interstate 78,  Year Built: 1967,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 39,715 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,658 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: NJ 124 (SPRINGFIELD AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 81.401,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 201115,  Location: 1.8 MI W OF GSP&I78 JCT (Lat: 40.713889,  Lng: -74.281500),  Route carried "on" structure: County highway 630,  Year Built: 1974,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 30,943 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 37,756 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-78 AND RAMPS B&C,  Facility Carried by Structure: VAUXHALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.159,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.71m (25.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Bridge Improvement Cost: $755,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $1,160,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2011151,  Location: 1 MI E OF I78&RT124 JCT (Lat: 40.713219,  Lng: -74.275500),  Route carried "on" structure: County highway 633,  Year Built: 1974,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 12,995 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,856 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-78,  Facility Carried by Structure: BURNET AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.527,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 50.3m (165.0ft),  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: 19.7m (64.6ft)

Condition: Deck: Fair,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.16m (39.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,358,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $1,992,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2011152,  Location: 1.2 MI WEST OF GSP JCT (Lat: 40.711331,  Lng: -74.267331),  Route carried "on" structure: City street I-78,  Year Built: 1974,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 6,709 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,050 (year 2038),  Design Load: HS 20,  Features Intersected: I-78,  Facility Carried by Structure: HALSEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.024,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  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: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.00m (26.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $76,000,  Roadway Improvement Cost: $153,000,  Total Project Cost: $1,120,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2011154,  Location: 0.79 MI WEST OF GSP JCT (Lat: 40.708611,  Lng: -74.260200),  Route carried "on" structure: Interstate 78,  Year Built: 1974,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 200,800 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 241,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: STUYVESANT AVE (CR 619)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.700,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 58.2m (190.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 58.1m (190.6ft),  Out-to-Out Width: 69.9m (229.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2011155,  Location: 0.6 MI WEST OF GSP JCT (Lat: 40.707900,  Lng: -74.256619),  Route carried "on" structure: Interstate 78,  Year Built: 1974,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 194,920 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 237,802 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Walker Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.989,  Lanes on structure: 13,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 71.0m (232.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 74.6m (244.8ft),  Out-to-Out Width: 80.2m (263.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2011158,  Location: 0.3 MI WEST OF GSP (Lat: 40.706139,  Lng: -74.249539),  Route carried "on" structure: Interstate 78,  Year Built: 1976,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 194,920 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 237,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.633,  Lanes on structure: 13,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 68.9m (226.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 69.0m (226.4ft),  Out-to-Out Width: 74.4m (244.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2011159,  Location: 0.1 MILE WEST OF GSP (Lat: 40.705769,  Lng: -74.247481),  Route carried "on" structure: Interstate 78,  Year Built: 1976,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 194,920 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 237,802 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ELIZABETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.842,  Lanes on structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 67.7m (222.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 68.9m (226.0ft),  Out-to-Out Width: 75.1m (246.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  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: Latex Concrete
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Structure Number: 2019028,  Location: 0.17 MI NW OF NJ 124 (Lat: 40.721219,  Lng: -74.290531),  Route carried "on" structure: County highway 630,  Year Built: 2004,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 25,731 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,397 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: EAST BRANCH RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Galvanized Reinforcing
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Structure Number: 2019041,  Location: 0.45 MI SW OF GSP AT 142A (Lat: 40.703331,  Lng: -74.252189),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 5,703 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,959 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM 8-13,  Facility Carried by Structure: UNION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $27,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $45,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2019043,  Location: 0.20 MI NW OF NJ 82 (Lat: 40.693219,  Lng: -74.250250),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 4,081 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,980 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM 8-9,  Facility Carried by Structure: SAYRE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2019045,  Location: 0.25 MI SW OF CR 637 (Lat: 40.693500,  Lng: -74.306831),  Route carried "on" structure: County highway 636,  Year Built: 1965,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 7,226 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,818 (year 2040),  Design Load: HS 20,  Features Intersected: RAHWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.895,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.1 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: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Galvanized Reinforcing
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Structure Number: 361410A,  Location: Exit 139B (Lat: 40.689875,  Lng: -74.269017),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1959,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,081 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,319 (year 2041),  Features Intersected: Elizabeth River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 226.918,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.1 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: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021
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Structure Number: 361410C,  Location: Exit 139B (Lat: 40.689889,  Lng: -74.269789),  Route carried "on" structure: Other road GSP,  Year Built: 1952,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 287,498 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 350,803 (year 2041),  Design Load: HS 20,  Features Intersected: Elizabeth River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 226.918,  Lanes on structure: 12,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021
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Structure Number: 361410T,  Location: 1.7 MILES SOUTH OF I-78 (Lat: 40.689564,  Lng: -74.270722),  Route carried "on" structure: Other road GSP,  Year Built: 1950,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 19,471 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,758 (year 2041),  Design Load: HS 20,  Features Intersected: CHESTNUT STREET (CR 619),  Facility Carried by Structure: GARDEN ST PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 227.078,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 44.8m (147.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 43.8m (143.7ft),  Out-to-Out Width: 46.7m (153.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.9 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: Equal to 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 361412T,  Location: 1.5 MILES SOUTH OF I-78 (Lat: 40.691147,  Lng: -74.267758),  Route carried "on" structure: Other road GSP,  Year Built: 1950,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 287,498 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 350,803 (year 2041),  Design Load: HS 20,  Features Intersected: BURKE PARKWAY,  Facility Carried by Structure: GARDEN ST PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 227.384,  Lanes on structure: 11,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 48.2m (158.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 48.2m (158.1ft),  Out-to-Out Width: 50.0m (164.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 35.0 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: 26.9 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: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 361413T,  Location: 9.4 MI NORTH OF RT 27 (Lat: 40.691789,  Lng: -74.266422),  Route carried "on" structure: Other road GSP,  Year Built: 1950,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 225,572 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 275,241 (year 2041),  Design Load: HS 20,  Features Intersected: US RT 22 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 227.545,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 47.2m (154.9ft),  Out-to-Out Width: 50.1m (164.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 361417T,  Location: AT GSP & RT 82 JUNCTION (Lat: 40.694531,  Lng: -74.262156),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 225,572 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 275,241 (year 2041),  Design Load: HS 20,  Features Intersected: MORRIS AVE (ROUTE 82)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 228.044,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 46.9m (153.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 44.5m (146.0ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Somewhat better than minimum adequacy,  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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 361419T,  Location: AT GSP & RT22WB JUNCTION (Lat: 40.696172,  Lng: -74.259314),  Route carried "on" structure: Other road GSP,  Year Built: 1954,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 234,595 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 286,251 (year 2041),  Design Load: HS 20,  Features Intersected: ROUTE 22 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 228.366,  Lanes on structure: 9,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 46.6m (152.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 39.2 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: 30.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $368,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $614,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 361420T,  Location: .20 MI N OF RT 22 (Lat: 40.697872,  Lng: -74.255528),  Route carried "on" structure: County highway 630,  Year Built: 1952,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 13,998 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,080 (year 2041),  Design Load: HS 20,  Features Intersected: GARDEN ST PKWY NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.474,  Lanes on structure: 5,  Lanes under structure: 9,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.0 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: 36.9 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $4,653,000,  Roadway Improvement Cost: $7,950,000,  Total Project Cost: $77,592,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 361429A,  Location: 0.28 M NW of GSP/I-78 (Lat: 40.706172,  Lng: -74.250703),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 2011,  Status: Open,  Structure Length: 42.43m (139.21ft),  Average Daily Traffic: 16,453 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,076 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Ramp E, I-78, Union Ave,  Facility Carried by Structure: Parkway Ramp 142AS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 229.975,  Lanes on structure: 1,  Lanes under structure: 17,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 69.8m (229.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 82.9 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: 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 minimum criteria,  Length Of Structure Improvement: 42.43m (139.21ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $100,000,  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: 361430A,  Location: 0.3 M NW Of GSP/I-78 (Lat: 40.707581,  Lng: -74.250656),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 2011,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 15,815 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,298 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Ramp E-SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.136,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 48.0 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: 36.9 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 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: 361431B,  Location: AT GSP & RT 78 JUNCTION (Lat: 40.709592,  Lng: -74.246125),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 1974,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 16,322 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,428 (year 2041),  Design Load: H 20,  Features Intersected: ELIZABETH RIVER
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 230.297,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.8 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: 20.4 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.06m (16.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $150,000,  Total Project Cost: $150,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 361431D,  Location: 0.35 M N of GSP /I-78 (Lat: 40.710542,  Lng: -74.245822),  Route carried "on" structure: Ramp Other road GSP,  Year Built: 2011,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 21,656 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,425 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: Emergency Access Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 230.297,  Lanes on structure: 1,  Lanes under structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.7 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: 31.8 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: Equal 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: August 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: 2003166,  Location: 0.3 MI W OF GSP JCT (Lat: 40.691881,  Lng: -74.273189),  Route carried "under" structure: County highway 626,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 1,168 (year 2021),  Truck Traffic: 3%,  Features Intersected: CHESTNUT STREET(CR626),  Facility Carried by Structure: US 22
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 2003167,  Location: 0.1 MI W OF G S PARKWAY (Lat: 40.691919,  Lng: -74.268500),  Route carried "under" structure: City street ,  Year Built: 1941,  Structure Length: 0. m,  Average Daily Traffic: 2,581 (year 2021),  Truck Traffic: 1%,  Features Intersected: BURKE PARKWAY,  Facility Carried by Structure: US 22 EB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 2003168,  Location: 1.0 MI WEST OF GS PARKWAY (Lat: 40.692069,  Lng: -74.268219),  Route carried "under" structure: City street ,  Year Built: 1941,  Structure Length: 0. m,  Average Daily Traffic: 8,060 (year 2020),  Truck Traffic: 1%,  Features Intersected: BURKE PKWY,  Facility Carried by Structure: US 22 WB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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