Bridge Statistics for Belleville, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 72ft / 21.7mTotal length
- $2,107,000Total costs
- 277,364Total average daily traffic
- 12,477Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Belleville
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11910-1919
- 21930-1939
- 11940-1949
- 61950-1959
- 11960-1969
- Bridge Condition - Deck
- 14.3%Very good
- 14.3%Good
- 42.9%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 44.4%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 22.2%Good
- 55.6%Satisfactory
- 22.2%Fair
- Bridge Condition - Channel
- 33.3%Satisfactory
- 66.7%Fair
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Structure Number: 700017, Location: 0.01 MI EAST OF MILL ST (Lat: 40.788889, Lng: -74.172569), Route carried "on" structure: County highway 645, Year Built: 1939, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 18,753 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,504 (year 2041), Design Load: HS 20, Features Intersected: Second River, Facility Carried by Structure: Franklin Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Good, Superstructure: Good, 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 replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $9,000, Total Project Cost: $132,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 700017, Location: 0.01 MI EAST OF MILL ST (Lat: 40.788889, Lng: -74.172569), Route carried "on" structure: County highway 645, Year Built: 1939, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 18,753 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,504 (year 2041), Design Load: HS 20, Features Intersected: Second River, Facility Carried by Structure: Franklin Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Good, Superstructure: Good, 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 replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $9,000, Total Project Cost: $132,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 700024, Location: 1.48 MILES W. OF NJ 7 (Lat: 40.804219, Lng: -74.172300), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 15,882 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 19,376 (year 2040), Design Load: H 20, Features Intersected: THIRD RIVER, Facility Carried by Structure: JORALEMON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.382, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 700024, Location: 1.48 MILES W. OF NJ 7 (Lat: 40.804219, Lng: -74.172300), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 15,882 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 19,376 (year 2040), Design Load: H 20, Features Intersected: THIRD RIVER, Facility Carried by Structure: JORALEMON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.382, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 700035, Location: 158' S. OF MILL STRT (Lat: 40.784161, Lng: -74.161389), Route carried "on" structure: City street , Year Built: 1910, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 12,566 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,330 (year 2040), Features Intersected: SECOND RIVER, Facility Carried by Structure: MOUNT PROSPECT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: 700035, Location: 158' S. OF MILL STRT (Lat: 40.784161, Lng: -74.161389), Route carried "on" structure: City street , Year Built: 1910, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 12,566 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,330 (year 2040), Features Intersected: SECOND RIVER, Facility Carried by Structure: MOUNT PROSPECT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: 70006, Location: 0.4 MI. W OF FRANKLIN AVE (Lat: 40.792969, Lng: -74.179789), Route carried "on" structure: City street , Year Built: 1942, Year Reconstructed: 2018, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,722 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,980 (year 2040), Design Load: HL 93, Features Intersected: SECOND RIVER, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.465, Lanes on structure: 2, Owner: County 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: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 96.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 90.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $10,000, Total Project Cost: $120,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 70006, Location: 0.4 MI. W OF FRANKLIN AVE (Lat: 40.792969, Lng: -74.179789), Route carried "on" structure: City street , Year Built: 1942, Year Reconstructed: 2018, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,722 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,980 (year 2040), Design Load: HL 93, Features Intersected: SECOND RIVER, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.465, Lanes on structure: 2, Owner: County 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: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 96.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 90.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $10,000, Total Project Cost: $120,000 ( Estimate for 2016), 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: 700068, Location: .6 MI W OF PASSAIC RIVER (Lat: 40.783050, Lng: -74.159261), Route carried "on" structure: Spur County highway 672, Year Built: 1867, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,433 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,748 (year 2040), Features Intersected: SECOND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 700068, Location: .6 MI W OF PASSAIC RIVER (Lat: 40.783050, Lng: -74.159261), Route carried "on" structure: Spur County highway 672, Year Built: 1867, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,433 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,748 (year 2040), Features Intersected: SECOND RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 716156, Location: 0.2 MI S of NJ 21 SB Ramp (Lat: 40.780369, Lng: -74.151081), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 4,084 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,901 (year 2041), Features Intersected: SECOND RIVER, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 21.1m (69.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $454,000, Total Project Cost: $627,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 716156, Location: 0.2 MI S of NJ 21 SB Ramp (Lat: 40.780369, Lng: -74.151081), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 4,084 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 4,901 (year 2041), Features Intersected: SECOND RIVER, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 21.1m (69.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 30.2m (99.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $454,000, Total Project Cost: $627,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 71715, Location: 3 MI N OF RTS 280-21 JCT (Lat: 40.786219, Lng: -74.148411), Route carried "on" structure: State highway 21, Year Built: 1958, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 75,501 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 90,601 (year 2041), Design Load: HS 20, Features Intersected: RUTGERS-RT506 & MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.930, Lanes on structure: 6, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.41m (24.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Roadway Improvement Cost: $18,000, Total Project Cost: $21,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71715, Location: 3 MI N OF RTS 280-21 JCT (Lat: 40.786219, Lng: -74.148411), Route carried "on" structure: State highway 21, Year Built: 1958, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 75,501 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 90,601 (year 2041), Design Load: HS 20, Features Intersected: RUTGERS-RT506 & MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.930, Lanes on structure: 6, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.41m (24.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Roadway Improvement Cost: $18,000, Total Project Cost: $21,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 717151, Location: 0.25 MI N OF CR 506 (Lat: 40.789669, Lng: -74.146361), Route carried "on" structure: State highway 21, Year Built: 1958, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 37,751 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 45,301 (year 2041), Design Load: HS 20+Mod, Features Intersected: VALVE CHAMBER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.332, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.0m, Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 717151, Location: 0.25 MI N OF CR 506 (Lat: 40.789669, Lng: -74.146361), Route carried "on" structure: State highway 21, Year Built: 1958, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 37,751 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 45,301 (year 2041), Design Load: HS 20+Mod, Features Intersected: VALVE CHAMBER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.332, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.0m, Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 717152, Location: 3.82 MI N OF 280-21 JCT (Lat: 40.797489, Lng: -74.140150), Route carried "on" structure: Ramp State highway 21, Year Built: 1958, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 5,010 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 6,012 (year 2041), Design Load: HS 20, Features Intersected: NJ ROUTE 21, Facility Carried by Structure: RAMP L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.330, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.52m (18.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $852,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,207,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 717152, Location: 3.82 MI N OF 280-21 JCT (Lat: 40.797489, Lng: -74.140150), Route carried "on" structure: Ramp State highway 21, Year Built: 1958, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 5,010 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 6,012 (year 2041), Design Load: HS 20, Features Intersected: NJ ROUTE 21, Facility Carried by Structure: RAMP L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.330, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.52m (18.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $852,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,207,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 71715, Location: 3 MI N OF RTS 280-21 JCT (Lat: 40.786219, Lng: -74.148411), Route carried "under" structure: County highway 506, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 13,364 (year 2021), Truck Traffic: 4%, Features Intersected: RUTGERS-RT506 & MAIN ST, Facility Carried by Structure: RT NJ 21
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 17.349, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 71715, Location: 3 MI N OF RTS 280-21 JCT (Lat: 40.786219, Lng: -74.148411), Route carried "under" structure: County highway 506, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 13,364 (year 2021), Truck Traffic: 4%, Features Intersected: RUTGERS-RT506 & MAIN ST, Facility Carried by Structure: RT NJ 21
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 17.349, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 71715, Location: 3 MI N OF RTS 280-21 JCT (Lat: 40.786219, Lng: -74.148411), Route carried "under" structure: City street , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 13,364 (year 2021), Truck Traffic: 3%, Features Intersected: RUTGERS-RT506 & MAIN ST, Facility Carried by Structure: RT NJ 21
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.917, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 71715, Location: 3 MI N OF RTS 280-21 JCT (Lat: 40.786219, Lng: -74.148411), Route carried "under" structure: City street , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 13,364 (year 2021), Truck Traffic: 3%, Features Intersected: RUTGERS-RT506 & MAIN ST, Facility Carried by Structure: RT NJ 21
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.917, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 717152, Location: 3.82 MI N OF 280-21 JCT (Lat: 40.797489, Lng: -74.140150), Route carried "under" structure: State highway 21, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 73,934 (year 2021), Truck Traffic: 5%, Features Intersected: NJ ROUTE 21, Facility Carried by Structure: RAMP L
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 11.330, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 717152, Location: 3.82 MI N OF 280-21 JCT (Lat: 40.797489, Lng: -74.140150), Route carried "under" structure: State highway 21, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 73,934 (year 2021), Truck Traffic: 5%, Features Intersected: NJ ROUTE 21, Facility Carried by Structure: RAMP L
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 11.330, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)