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

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Structure Number: 121B051,  Location: 0.95 MI. N. OF N.J. 440 (Lat: 40.538550,  Lng: -74.261567),  Route carried "on" structure: County highway 611,  Year Built: 1991,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 24,600 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,100 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: WOODBRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.508,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 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: 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,  Inspection Date: June 2007,  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: 1223153,  Location: 1.0 MI SO OF RT 440 JCT (Lat: 40.516667,  Lng: -74.285000),  Route carried "on" structure: State highway 35,  Year Built: 1960,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 25,445 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,945 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: PERTH AMBOY CONN (RT440)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.491,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 15.6m (51.2ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Operating Rating: 67.1 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: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Other Special Inspection Date: December 2007,  Bridge Improvement Cost: $373,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $525,000 ( Estimate for 2001),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1232153,  Location: 0.03 MI SOUTH OF NJ RT184 (Lat: 40.524525,  Lng: -74.276017),  Route carried "on" structure: Ramp State highway 35,  Year Built: 1972,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 15,210 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,530 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NJ RT 184 RAMP "G"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.939,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1232154,  Location: AT JCT OF RT440-RT35 (Lat: 40.529500,  Lng: -74.279972),  Route carried "on" structure: State highway 35,  Year Built: 1972,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 15,505 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,900 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 440
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.875,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.40m (27.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $70,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $80,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1232155,  Location: 0.27 MI EAST OF ROUTE 35 (Lat: 40.528333,  Lng: -74.275000),  Route carried "on" structure: County highway 653,  Year Built: 1972,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 8,925 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,495 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NJ ROUTE 440.,  Facility Carried by Structure: U TURN & AMBOY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.465,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 33.4m (109.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Bridge Improvement Cost: $148,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $193,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1232157,  Location: JCT OUTERBRIDGE CROSSING (Lat: 40.525000,  Lng: -74.266667),  Route carried "on" structure: Ramp State highway 440,  Year Built: 1972,  Status: Open,  Structure Length: 47.91m (157.19ft),  Average Daily Traffic: 7,900 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,100 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: BOGGS,W.SIDE,STATE&NJ TR
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 6.453,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 47.90m (157.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $79,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $103,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1232158,  Location: JCT OUTERBRIDGE CROSSING (Lat: 40.525672,  Lng: -74.266178),  Route carried "on" structure: Ramp State highway 440,  Year Built: 1972,  Status: Open,  Structure Length: 43.25m (141.90ft),  Average Daily Traffic: 13,800 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,300 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: STATE ST,NJ TRAN&KREILST
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 6.518,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 51.7 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 123216,  Location: JCT OUTERBRIDGE CROSSING (Lat: 40.526667,  Lng: -74.265000),  Route carried "on" structure: Ramp State highway 440,  Year Built: 1972,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 3,020 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,220 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: STATE ST NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.679,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1234178,  Location: 0.81 MI EAST OF GSP (Lat: 40.525000,  Lng: -74.288333),  Route carried "on" structure: County highway 655,  Year Built: 1972,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 9,377 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,128 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: NJ ROUTE 440
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.2 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $391,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $593,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1234179,  Location: 1.05 MI N OF US 9 JCT (Lat: 40.527881,  Lng: -74.285669),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 900 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,260 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: NJ RT 440,  Facility Carried by Structure: CARLOCK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1241151,  Location: 1.2MI EAST OF GSP (Lat: 40.528333,  Lng: -74.283333),  Route carried "on" structure: State highway 184,  Year Built: 1972,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 21,624 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,090 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: NJ RT 440
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 60.8 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.90m (22.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $368,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $472,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1254164,  Location: .2 MI WEST OF GSP (Lat: 40.525281,  Lng: -74.309997),  Route carried "on" structure: County highway 656,  Year Built: 1983,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 6,341 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,609 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ABAND.PERTH AMBOY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 85.3 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,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  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: 1254165,  Location: .34 MI EAST OF RT 440 (Lat: 40.520550,  Lng: -74.290617),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 4,942 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,930 (year 2027),  Features Intersected: PERTH AMBOY BRANCH,  Facility Carried by Structure: FLORIDA GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Maintenance Responsibility: State 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: 3,  Length of Maximum Span: 15.2m (49.9ft),  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: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  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: 126115,  Location: .7 MI EAST OF RTE 35 (Lat: 40.520000,  Lng: -74.265000),  Route carried "on" structure: City street ,  Year Built: 1926,  Status: Posted for load,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 9,690 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,080 (year 2026),  Features Intersected: NORTH JERSEY COAST LINE,  Facility Carried by Structure: HALL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Critical Feature Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1261151,  Location: .8 MI EAST OF RTE 35 (Lat: 40.516111,  Lng: -74.270278),  Route carried "on" structure: City street ,  Year Built: 1926,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 11,710 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,810 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NORTH JERSEY COAST LINE,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,398,000,  Roadway Improvement Cost: $247,000,  Total Project Cost: $1,645,000 ( Estimate for 2006),  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: 1261153,  Location: .8 MILE EAST OF RTE.35 (Lat: 40.512806,  Lng: -74.271750),  Route carried "on" structure: County highway 616,  Year Built: 1926,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 16,730 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,590 (year 2026),  Features Intersected: NORTH JERSEY COAST LINE,  Facility Carried by Structure: NEW BRUNSWICK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.233,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 47.2 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Critical Feature Inspection Date: October 2006,  Bridge Improvement Cost: $2,618,000,  Roadway Improvement Cost: $462,000,  Total Project Cost: $3,080,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1261154,  Location: 0.75 MI EAST OF RT 35 JCT (Lat: 40.511917,  Lng: -74.272417),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 9,774 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,728 (year 2027),  Features Intersected: NORTH JERSEY COAST LINE,  Facility Carried by Structure: FAYETTE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 44.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: June 2007,  Bridge Improvement Cost: $2,000,  Total Project Cost: $4,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1261156,  Location: 1.0 MILE EAST OF RTE.35 (Lat: 40.510083,  Lng: -74.273278),  Route carried "on" structure: County highway 656,  Year Built: 1927,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 13,160 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,770 (year 2026),  Features Intersected: NORTH JERSEY COAST LINE,  Facility Carried by Structure: SMITH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 39.0 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Critical Feature Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1261158,  Location: 1.0 MILE EAST OF RT 35 (Lat: 40.508500,  Lng: -74.273944),  Route carried "on" structure: County highway 658,  Year Built: 1927,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 14,460 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,600 (year 2026),  Features Intersected: NORTH JERSEY COAST LINE,  Facility Carried by Structure: MARKET STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.0m (72.2ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Critical Feature Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1223153,  Location: 1.0 MI SO OF RT 440 JCT (Lat: 40.516667,  Lng: -74.285000),  Route carried "under" structure: Ramp State highway 440,  Year Built: 1960,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 8,830 (year 2007),  Truck Traffic: 3%,  Features Intersected: PERTH AMBOY CONN (RT440),  Facility Carried by Structure: N.J RT 35
Minimum Vertical Clearance: 0.64m (2.10ft),  Kilometerpoint: 5.488,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 15.6m (51.2ft)

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Structure Number: 1232153,  Location: 0.03 MI SOUTH OF NJ RT184 (Lat: 40.524525,  Lng: -74.276017),  Route carried "under" structure: Ramp State highway 184,  Year Built: 1972,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 21,520 (year 2006),  Truck Traffic: 4%,  Features Intersected: NJ RT 184 RAMP "G",  Facility Carried by Structure: NJ RT 35 RAMP "J"
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 1.963,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1232154,  Location: AT JCT OF RT440-RT35 (Lat: 40.529500,  Lng: -74.279972),  Route carried "under" structure: State highway 440,  Year Built: 1972,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 88,365 (year 2006),  Truck Traffic: 5%,  Features Intersected: ROUTE 440,  Facility Carried by Structure: NJ35(CONVERY BLVD)
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 5.488,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 1232155,  Location: 0.27 MI EAST OF ROUTE 35 (Lat: 40.528333,  Lng: -74.275000),  Route carried "under" structure: State highway 440,  Year Built: 1972,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 86,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: NJ ROUTE 440.,  Facility Carried by Structure: U TURN & AMBOY AVE
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 5.922,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1232157,  Location: JCT OUTERBRIDGE CROSSING (Lat: 40.525000,  Lng: -74.266667),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 47.91m (157.19ft),  Average Daily Traffic: 135 (year 2007),  Truck Traffic: 3%,  Features Intersected: BOGGS,W.SIDE,STATE&NJ TR,  Facility Carried by Structure: RT 440 RAMP V
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1232157,  Location: JCT OUTERBRIDGE CROSSING (Lat: 40.525000,  Lng: -74.266667),  Route carried "under" structure: County highway 611,  Year Built: 1972,  Structure Length: 47.91m (157.19ft),  Average Daily Traffic: 7,450 (year 2007),  Truck Traffic: 4%,  Features Intersected: BOGGS,W.SIDE,STATE&NJ TR,  Facility Carried by Structure: RT 440 RAMP V
Minimum Vertical Clearance: 7.77m (25.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1232157,  Location: JCT OUTERBRIDGE CROSSING (Lat: 40.525000,  Lng: -74.266667),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 47.91m (157.19ft),  Average Daily Traffic: 561 (year 2007),  Truck Traffic: 3%,  Features Intersected: BOGGS,W.SIDE,STATE&NJ TR,  Facility Carried by Structure: RT 440 RAMP V
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1232158,  Location: JCT OUTERBRIDGE CROSSING (Lat: 40.525672,  Lng: -74.266178),  Route carried "under" structure: County highway 611,  Year Built: 1972,  Structure Length: 43.25m (141.90ft),  Average Daily Traffic: 7,300 (year 2007),  Truck Traffic: 4%,  Features Intersected: STATE ST,NJ TRAN&KREILST,  Facility Carried by Structure: NJ 440 RAMP S & U
Minimum Vertical Clearance: 7.93m (26.02ft),  Kilometerpoint: 4.731,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1232158,  Location: JCT OUTERBRIDGE CROSSING (Lat: 40.525672,  Lng: -74.266178),  Route carried "under" structure: Ramp State highway 440,  Year Built: 1972,  Structure Length: 43.25m (141.90ft),  Average Daily Traffic: 300 (year 2007),  Truck Traffic: 5%,  Features Intersected: STATE ST,NJ TRAN&KREILST
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 6.856,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1232158,  Location: JCT OUTERBRIDGE CROSSING (Lat: 40.525672,  Lng: -74.266178),  Route carried "under" structure: County highway 611,  Year Built: 1972,  Structure Length: 43.25m (141.90ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 4%,  Features Intersected: STATE ST,NJ TRAN&KREILST,  Facility Carried by Structure: NJ 440 RAMP S & U
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 2.076,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1232158,  Location: JCT OUTERBRIDGE CROSSING (Lat: 40.525672,  Lng: -74.266178),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 43.25m (141.90ft),  Average Daily Traffic: 100 (year 2007),  Features Intersected: STATE ST,NJ TRAN&KREILST,  Facility Carried by Structure: NJ 440 RAMP S & U
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1232158,  Location: JCT OUTERBRIDGE CROSSING (Lat: 40.525672,  Lng: -74.266178),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 43.25m (141.90ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 1%,  Features Intersected: STATE ST,NJ TRAN&KREILST,  Facility Carried by Structure: NJ 440 RAMP S & U
Minimum Vertical Clearance: 7.42m (24.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 123216,  Location: JCT OUTERBRIDGE CROSSING (Lat: 40.526667,  Lng: -74.265000),  Route carried "under" structure: County highway 611,  Year Built: 1972,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 2,550 (year 2005),  Features Intersected: STATE ST NB,  Facility Carried by Structure: NJ RT 440 RAMP V
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 2.108,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 1234178,  Location: 0.81 MI EAST OF GSP (Lat: 40.525000,  Lng: -74.288333),  Route carried "under" structure: State highway 440,  Year Built: 1972,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 93,032 (year 2007),  Truck Traffic: 4%,  Features Intersected: NJ ROUTE 440,  Facility Carried by Structure: FLRD.GRV RD(CO655)
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 4.538,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1234179,  Location: 1.05 MI N OF US 9 JCT (Lat: 40.527881,  Lng: -74.285669),  Route carried "under" structure: State highway 440,  Year Built: 1972,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 85,200 (year 2005),  Truck Traffic: 5%,  Features Intersected: NJ RT 440,  Facility Carried by Structure: CARLOCK AVENUE
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 4.973,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 1241151,  Location: 1.2MI EAST OF GSP (Lat: 40.528333,  Lng: -74.283333),  Route carried "under" structure: State highway 440,  Year Built: 1972,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 55,590 (year 2004),  Truck Traffic: 5%,  Features Intersected: NJ RT 440,  Facility Carried by Structure: RT 184(PFE),CO 501
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.523,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)