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


  • National Bridge Inventory (NBI) Statistics
  • 11Number of bridges
  • 112ft / 33.8mTotal length
  • $12,594,000Total costs
  • 366,835Total average daily traffic
  • 26,983Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Metuchen
  • No street view available for this location

New bridges in Metuchen, NJ - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 11910-1919
  • 11930-1939
  • 61960-1969
  • 22010-2019
Reconstructed bridges in Metuchen, NJ - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21990-1999
  • 32000-2009
Average Bridge Daily Traffic in Metuchen, NJ
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 37.5%Good
  • 37.5%Satisfactory
  • 12.5%Fair
  • 12.5%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 22.2%Very good
  • 33.3%Satisfactory
  • 33.3%Fair
  • 11.1%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 22.2%Good
  • 55.6%Satisfactory
  • 11.1%Fair
  • 11.1%Poor
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Structure Number: 1218152,  Location: 0.75 MI N OF I-287 JCT (Lat: 40.537669,  Lng: -74.364181),  Route carried "on" structure: State highway 27,  Year Built: 2014,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 16,732 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,416 (year 2040),  Design Load: HL 93,  Features Intersected: Aband CONRAIL (S Plainf)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.746,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020
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Structure Number: 1218154,  Location: 0.3 MILE NE OF GROVE ST (Lat: 40.551669,  Lng: -74.350000),  Route carried "on" structure: State highway 27,  Year Built: 2010,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 19,272 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,516 (year 2039),  Design Load: HL 93,  Features Intersected: PORT READING SECONDARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.983,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.9m (157.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 77.1 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: 59.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1230151,  Location: AT US 1 JUNCTION (Lat: 40.528750,  Lng: -74.354261),  Route carried "on" structure: Interstate 287,  Year Built: 1963,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 79,955 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 95,945 (year 2041),  Design Load: HL 93,  Features Intersected: US 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.442,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: 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: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1230158,  Location: 1.3 MI NORTH OF US 1 JCT. (Lat: 40.533669,  Lng: -74.376781),  Route carried "on" structure: Interstate 287,  Year Built: 1962,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 85,466 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 102,559 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.605,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete,  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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: 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: Other
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Structure Number: 1230159,  Location: 1.31 MI NORTH OF US 1 JCT (Lat: 40.533500,  Lng: -74.377031),  Route carried "on" structure: Interstate 287,  Year Built: 1962,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 85,466 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 102,559 (year 2041),  Design Load: HS 20,  Features Intersected: NJ 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.605,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: 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: Other
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Structure Number: 124916,  Location: 1.53 MI EAST OF US 1 (Lat: 40.333411,  Lng: -74.602189),  Route carried "on" structure: City street ,  Year Built: 1915,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 6,320 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,600 (year 2040),  Features Intersected: AMTRAK NE CORRIDOR,  Facility Carried by Structure: PLAINSBR CRNBRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.950,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $2,117,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $3,811,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1249167,  Location: 0.11 MILES NORTH OF NJ 27 (Lat: 40.536289,  Lng: -74.375239),  Route carried "on" structure: City street ,  Year Built: 1932,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 16,380 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,100 (year 2040),  Design Load: H 20,  Features Intersected: AMTRAK NE CORRIDOR,  Facility Carried by Structure: BRIDGE ST (CR 669)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.03m (16.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $3,935,000,  Roadway Improvement Cost: $394,000,  Total Project Cost: $8,000,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 125216,  Location: 0.48 MILE NE OF I-287 JCT (Lat: 40.561169,  Lng: -74.463981),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 13,170 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,070 (year 2040),  Design Load: HS 20,  Features Intersected: PORT READING SECONDARY,  Facility Carried by Structure: OLD NEW BRNSWK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.658,  Lanes on structure: 4,  Maintenance Responsibility: State 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: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $186,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $473,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1252162,  Location: 0.2 MI NORTH OF RT 27 (Lat: 40.551700,  Lng: -74.355719),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1996,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 17,040 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,790 (year 2040),  Features Intersected: PORT READING SECONDARY,  Facility Carried by Structure: GROVE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Base Highway Network: Yes,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $310,000 ( Estimate for 2020),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1230158,  Location: 1.3 MI NORTH OF US 1 JCT. (Lat: 40.533669,  Lng: -74.376781),  Route carried "under" structure: State highway 27,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 13,517 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ 27,  Facility Carried by Structure: I-287 NB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 33.507,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 1230159,  Location: 1.31 MI NORTH OF US 1 JCT (Lat: 40.533500,  Lng: -74.377031),  Route carried "under" structure: State highway 27,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 13,517 (year 2021),  Truck Traffic: 4%,  Features Intersected: NJ 27,  Facility Carried by Structure: I-287 SB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 33.507,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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