Bridge Statistics for South Plainfield, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 207ft / 63.0mTotal length
- $13,562,000Total costs
- 582,204Total average daily traffic
- 39,982Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for South Plainfield
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 131960-1969
- 21970-1979
- 21980-1989
- 21990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 22000-2009
- Bridge Condition - Deck
- 33.3%Good
- 50.0%Satisfactory
- 8.3%Fair
- 8.3%Serious
- Bridge Condition - Superstructure
- 16.7%Good
- 58.3%Satisfactory
- 16.7%Fair
- 8.3%Serious
- Bridge Condition - Substructure
- 50.0%Good
- 33.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 40.0%Good
- 60.0%Satisfactory
- Bridge Condition - Culverts
- 16.7%Good
- 83.3%Satisfactory
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Structure Number: 122B054, Location: 0.5 MI E OF CR 649 JCT (Lat: 40.598589, Lng: -74.328181), Route carried "on" structure: County highway 602, Year Built: 1971, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 18,462 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,524 (year 2041), Design Load: HS 20, Features Intersected: PUMPKIN PATCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 122B054, Location: 0.5 MI E OF CR 649 JCT (Lat: 40.598589, Lng: -74.328181), Route carried "on" structure: County highway 602, Year Built: 1971, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 18,462 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,524 (year 2041), Design Load: HS 20, Features Intersected: PUMPKIN PATCH BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 122B059, Location: 0.5 MILE WEST OF RTE 531 (Lat: 40.592969, Lng: -74.409761), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 5,320 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 6,490 (year 2041), Design Load: HS 20+Mod, Features Intersected: CEDAR BROOK, Facility Carried by Structure: CEDAR BROOK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $75,000, Total Project Cost: $169,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 122B059, Location: 0.5 MILE WEST OF RTE 531 (Lat: 40.592969, Lng: -74.409761), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 5,320 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 6,490 (year 2041), Design Load: HS 20+Mod, Features Intersected: CEDAR BROOK, Facility Carried by Structure: CEDAR BROOK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $75,000, Total Project Cost: $169,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 122B073, Location: 0.13 miles S of Lane Ave. (Lat: 40.582831, Lng: -74.413950), Route carried "on" structure: County highway 603, Year Built: 1980, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 14,677 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 17,909 (year 2041), Design Load: HS 20, Features Intersected: CEDAR BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.571, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 122B073, Location: 0.13 miles S of Lane Ave. (Lat: 40.582831, Lng: -74.413950), Route carried "on" structure: County highway 603, Year Built: 1980, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 14,677 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 17,909 (year 2041), Design Load: HS 20, Features Intersected: CEDAR BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.571, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 122B081, Location: 0.05 mi. S of Sampton Ave (Lat: 40.582219, Lng: -74.430381), Route carried "on" structure: City street , Year Built: 1945, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 16,470 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 20,097 (year 2041), Features Intersected: BOUND BROOK, Facility Carried by Structure: CLINTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 122B081, Location: 0.05 mi. S of Sampton Ave (Lat: 40.582219, Lng: -74.430381), Route carried "on" structure: City street , Year Built: 1945, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 16,470 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 20,097 (year 2041), Features Intersected: BOUND BROOK, Facility Carried by Structure: CLINTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 122B093, Location: 0.16 m N of New Market Av (Lat: 40.581611, Lng: -74.440189), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 14,567 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 17,775 (year 2041), Design Load: HS 25 or greater, Features Intersected: BOUND BROOK, Facility Carried by Structure: NEW BRUNSWICK AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.672, Lanes on structure: 2, Owner: County Highway Agency, 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: 14.0m (45.9ft), 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: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 68.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 122B093, Location: 0.16 m N of New Market Av (Lat: 40.581611, Lng: -74.440189), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 14,567 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 17,775 (year 2041), Design Load: HS 25 or greater, Features Intersected: BOUND BROOK, Facility Carried by Structure: NEW BRUNSWICK AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.672, Lanes on structure: 2, Owner: County Highway Agency, 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: 14.0m (45.9ft), 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: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 68.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 122B116, Location: 1.1 MI S OF NEW DURHM RD (Lat: 40.532631, Lng: -74.418919), Route carried "on" structure: County highway 529, Year Built: 1988, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 22,319 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 27,234 (year 2041), Design Load: HS 20+Mod, Features Intersected: AMBROSE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.120, Lanes on structure: 5, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 21.2m (69.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 122B116, Location: 1.1 MI S OF NEW DURHM RD (Lat: 40.532631, Lng: -74.418919), Route carried "on" structure: County highway 529, Year Built: 1988, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 22,319 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 27,234 (year 2041), Design Load: HS 20+Mod, Features Intersected: AMBROSE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.120, Lanes on structure: 5, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 21.2m (69.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 25.9m (85.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 122B195, Location: 0.7 MI S OF NEW DURHAM RD (Lat: 40.534389, Lng: -74.428511), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,290 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,015 (year 2041), Design Load: HS 25 or greater, Features Intersected: AMBROSE BROOK, Facility Carried by Structure: SCHOOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.982, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 122B195, Location: 0.7 MI S OF NEW DURHAM RD (Lat: 40.534389, Lng: -74.428511), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,290 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,015 (year 2041), Design Load: HS 25 or greater, Features Intersected: AMBROSE BROOK, Facility Carried by Structure: SCHOOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.982, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 122B311, Location: 3.8 MILES S OF ROUTE 28 (Lat: 40.572911, Lng: -74.406511), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,927 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 3,513 (year 2041), Design Load: HS 20, Features Intersected: BOUND BROOK, Facility Carried by Structure: BELMONT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 122B311, Location: 3.8 MILES S OF ROUTE 28 (Lat: 40.572911, Lng: -74.406511), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,927 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 3,513 (year 2041), Design Load: HS 20, Features Intersected: BOUND BROOK, Facility Carried by Structure: BELMONT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 122B518, Location: 0.25 MI W OF CR 519 (Lat: 40.532269, Lng: -74.420819), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 331 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 404 (year 2041), Design Load: HS 20, Features Intersected: Ambrose Brook, Facility Carried by Structure: Ethel Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 122B518, Location: 0.25 MI W OF CR 519 (Lat: 40.532269, Lng: -74.420819), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 331 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 404 (year 2041), Design Load: HS 20, Features Intersected: Ambrose Brook, Facility Carried by Structure: Ethel Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 1231154, Location: 1.33 MI SOUTH OF NJ 27 (Lat: 40.541311, Lng: -74.390011), Route carried "on" structure: County highway 501, Year Built: 1962, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 20,655 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 24,785 (year 2041), Design Load: HS 20, Features Intersected: I-287
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1231154, Location: 1.33 MI SOUTH OF NJ 27 (Lat: 40.541311, Lng: -74.390011), Route carried "on" structure: County highway 501, Year Built: 1962, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 20,655 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 24,785 (year 2041), Design Load: HS 20, Features Intersected: I-287
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1231158, Location: 1.53 MI N. OF CR 501 (Lat: 40.553361, Lng: -74.413489), Route carried "on" structure: Interstate 287, Year Built: 1961, Year Reconstructed: 2007, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 56,627 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 69,096 (year 2040), Design Load: HS 20, Features Intersected: DURHAM AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.435, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1231158, Location: 1.53 MI N. OF CR 501 (Lat: 40.553361, Lng: -74.413489), Route carried "on" structure: Interstate 287, Year Built: 1961, Year Reconstructed: 2007, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 56,627 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 69,096 (year 2040), Design Load: HS 20, Features Intersected: DURHAM AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.435, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1231159, Location: 1.43 MILE SO OF 529 JCT (Lat: 40.552961, Lng: -74.413689), Route carried "on" structure: Interstate 287, Year Built: 1961, Year Reconstructed: 2007, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 63,850 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,910 (year 2040), Design Load: HS 20+Mod, Features Intersected: DURHAM AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.435, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.47m (24.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $5,032,000, Roadway Improvement Cost: $503,000, Total Project Cost: $7,290,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1231159, Location: 1.43 MILE SO OF 529 JCT (Lat: 40.552961, Lng: -74.413689), Route carried "on" structure: Interstate 287, Year Built: 1961, Year Reconstructed: 2007, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 63,850 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 77,910 (year 2040), Design Load: HS 20+Mod, Features Intersected: DURHAM AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.435, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.47m (24.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $5,032,000, Roadway Improvement Cost: $503,000, Total Project Cost: $7,290,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 123116, Location: 0.53 MI S of I-287 Exit 6 (Lat: 40.556381, Lng: -74.435411), Route carried "on" structure: County highway 529, Year Built: 1962, Year Reconstructed: 1996, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 29,297 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 35,780 (year 2041), Design Load: HS 20, Features Intersected: I-287
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.129, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 123116, Location: 0.53 MI S of I-287 Exit 6 (Lat: 40.556381, Lng: -74.435411), Route carried "on" structure: County highway 529, Year Built: 1962, Year Reconstructed: 1996, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 29,297 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 35,780 (year 2041), Design Load: HS 20, Features Intersected: I-287
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.129, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1231161, Location: AT I-287 EXIT 6 (Lat: 40.555281, Lng: -74.445669), Route carried "on" structure: County highway 665, Year Built: 1962, Year Reconstructed: 1995, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 18,311 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 21,973 (year 2040), Design Load: HS 20, Features Intersected: I-287, Facility Carried by Structure: WASHINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1231161, Location: AT I-287 EXIT 6 (Lat: 40.555281, Lng: -74.445669), Route carried "on" structure: County highway 665, Year Built: 1962, Year Reconstructed: 1995, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 18,311 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 21,973 (year 2040), Design Load: HS 20, Features Intersected: I-287, Facility Carried by Structure: WASHINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1252161, Location: 1.15 MI N. CR 529 (Lat: 40.560039, Lng: -74.417750), Route carried "on" structure: County highway 603, Year Built: 1968, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 16,500 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 20,130 (year 2040), Design Load: HS 20, Features Intersected: PORT READING SECONDARY, Facility Carried by Structure: HAMILTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 3, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1252161, Location: 1.15 MI N. CR 529 (Lat: 40.560039, Lng: -74.417750), Route carried "on" structure: County highway 603, Year Built: 1968, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 16,500 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 20,130 (year 2040), Design Load: HS 20, Features Intersected: PORT READING SECONDARY, Facility Carried by Structure: HAMILTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 3, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 125316, Location: 0.8 MI SOUTH NJ ROUTE 28 (Lat: 40.571761, Lng: -74.491669), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 5,820 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: LEHIGH VALLEY ML, Facility Carried by Structure: MOUNTAIN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.642, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 125316, Location: 0.8 MI SOUTH NJ ROUTE 28 (Lat: 40.571761, Lng: -74.491669), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 5,820 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: LEHIGH VALLEY ML, Facility Carried by Structure: MOUNTAIN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.642, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 1253162, Location: 2.5 mi North of Rte 529 (Lat: 40.578211, Lng: -74.413539), Route carried "on" structure: County highway 603, Year Built: 1965, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 14,050 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,150 (year 2040), Design Load: HS 20, Features Intersected: Lehigh Val & Bound Brk, Facility Carried by Structure: LAKEVIEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.056, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), 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: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1253162, Location: 2.5 mi North of Rte 529 (Lat: 40.578211, Lng: -74.413539), Route carried "on" structure: County highway 603, Year Built: 1965, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 14,050 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,150 (year 2040), Design Load: HS 20, Features Intersected: Lehigh Val & Bound Brk, Facility Carried by Structure: LAKEVIEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.056, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), 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: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1253163, Location: 2.9MI N OF I287&NJ27 JCT (Lat: 40.574789, Lng: -74.389331), Route carried "on" structure: County highway 531, Year Built: 1933, Status: Posted for load-capacity, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 14,051 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 17,145 (year 2041), Design Load: HS 20, Features Intersected: LEHIGH VALLEY MAIN LINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.111, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $2,760,000, Roadway Improvement Cost: $414,000, Total Project Cost: $6,100,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1253163, Location: 2.9MI N OF I287&NJ27 JCT (Lat: 40.574789, Lng: -74.389331), Route carried "on" structure: County highway 531, Year Built: 1933, Status: Posted for load-capacity, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 14,051 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 17,145 (year 2041), Design Load: HS 20, Features Intersected: LEHIGH VALLEY MAIN LINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.111, Lanes on structure: 2, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $2,760,000, Roadway Improvement Cost: $414,000, Total Project Cost: $6,100,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1231158, Location: 1.53 MI N. OF CR 501 (Lat: 40.553361, Lng: -74.413489), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 6,257 (year 2020), Truck Traffic: 4%, Features Intersected: DURHAM AVE, Facility Carried by Structure: I-287 NB
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 1.143, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 1231158, Location: 1.53 MI N. OF CR 501 (Lat: 40.553361, Lng: -74.413489), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 6,257 (year 2020), Truck Traffic: 4%, Features Intersected: DURHAM AVE, Facility Carried by Structure: I-287 NB
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 1.143, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 1231159, Location: 1.43 MILE SO OF 529 JCT (Lat: 40.552961, Lng: -74.413689), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 8,160 (year 2020), Truck Traffic: 4%, Features Intersected: DURHAM AVENUE, Facility Carried by Structure: I-287 SB
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 1.078, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 1231159, Location: 1.43 MILE SO OF 529 JCT (Lat: 40.552961, Lng: -74.413689), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 8,160 (year 2020), Truck Traffic: 4%, Features Intersected: DURHAM AVENUE, Facility Carried by Structure: I-287 SB
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 1.078, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 123116, Location: 0.53 MI S of I-287 Exit 6 (Lat: 40.556381, Lng: -74.435411), Route carried "under" structure: Interstate 287, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 122,236 (year 2021), Truck Traffic: 9%, Features Intersected: I-287, Facility Carried by Structure: STELTON RD(CR.529)
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 9.463, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)
Structure Number: 123116, Location: 0.53 MI S of I-287 Exit 6 (Lat: 40.556381, Lng: -74.435411), Route carried "under" structure: Interstate 287, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 122,236 (year 2021), Truck Traffic: 9%, Features Intersected: I-287, Facility Carried by Structure: STELTON RD(CR.529)
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 9.463, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)
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Structure Number: 1231161, Location: AT I-287 EXIT 6 (Lat: 40.555281, Lng: -74.445669), Route carried "under" structure: Interstate 287, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 108,027 (year 2020), Truck Traffic: 9%, Features Intersected: I-287, Facility Carried by Structure: WASHINGTON AVE
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 10.316, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Structure Number: 1231161, Location: AT I-287 EXIT 6 (Lat: 40.555281, Lng: -74.445669), Route carried "under" structure: Interstate 287, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 108,027 (year 2020), Truck Traffic: 9%, Features Intersected: I-287, Facility Carried by Structure: WASHINGTON AVE
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 10.316, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)