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 - historical statistics
- 11900-1909
- 11910-1919
- 11930-1939
- 61960-1969
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 32000-2009
- Bridge Condition - Deck
- 37.5%Good
- 37.5%Satisfactory
- 12.5%Fair
- 12.5%Poor
- Bridge Condition - Superstructure
- 22.2%Very good
- 33.3%Satisfactory
- 33.3%Fair
- 11.1%Poor
- 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
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
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
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
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
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
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
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
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
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)
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)
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)