Bridge Statistics for Newton, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 66ft / 20.1mTotal length
- $5,000Total costs
- 44,907Total average daily traffic
- 1,672Total average daily truck traffic
- 54,470Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Newton
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 21930-1939
- 11940-1949
- 21950-1959
- 11960-1969
- 21990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 10.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Superstructure
- 9.1%Very good
- 36.4%Good
- 27.3%Satisfactory
- 27.3%Fair
- Bridge Condition - Substructure
- 9.1%Very good
- 45.5%Good
- 27.3%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 10.0%Very good
- 70.0%Good
- 20.0%Satisfactory
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Structure Number: 1900A1, Location: 0.5 mi west of CR 669 (Lat: 41.039239, Lng: -74.710169), Route carried "on" structure: County highway 616, Year Built: 1937, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 11,106 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 13,551 (year 2041), Features Intersected: CONRAIL-ABANDONED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1900A1, Location: 0.5 mi west of CR 669 (Lat: 41.039239, Lng: -74.710169), Route carried "on" structure: County highway 616, Year Built: 1937, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 11,106 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 13,551 (year 2041), Features Intersected: CONRAIL-ABANDONED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1900F1, Location: 1.3 MI NW OF NJ 94 JCT. (Lat: 41.049569, Lng: -74.825489), Route carried "on" structure: County highway 614, Year Built: 1966, Year Reconstructed: 1977, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,018 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,462 (year 2041), Design Load: HS 20, Features Intersected: BRANCH OF PAULINS KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.189, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1900F1, Location: 1.3 MI NW OF NJ 94 JCT. (Lat: 41.049569, Lng: -74.825489), Route carried "on" structure: County highway 614, Year Built: 1966, Year Reconstructed: 1977, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,018 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,462 (year 2041), Design Load: HS 20, Features Intersected: BRANCH OF PAULINS KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.189, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1900F12, Location: 0.8 MI NW OF NJ 94 JCT. (Lat: 41.049831, Lng: -74.816011), Route carried "on" structure: County highway 614, Year Built: 1940, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,018 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,462 (year 2041), Features Intersected: BRANCH OF PAULINS KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 75.3 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Total Project Cost: $1,000 ( Estimate for 2021)
Structure Number: 1900F12, Location: 0.8 MI NW OF NJ 94 JCT. (Lat: 41.049831, Lng: -74.816011), Route carried "on" structure: County highway 614, Year Built: 1940, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,018 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,462 (year 2041), Features Intersected: BRANCH OF PAULINS KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 75.3 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Total Project Cost: $1,000 ( Estimate for 2021)
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Structure Number: 1900H03, Location: 2.34 mi east of CR 521 (Lat: 41.073800, Lng: -74.795650), Route carried "on" structure: County highway 622, Year Built: 2009, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 3,125 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 3,813 (year 2041), Design Load: HS 25 or greater, Features Intersected: PAULINS KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.766, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
Structure Number: 1900H03, Location: 2.34 mi east of CR 521 (Lat: 41.073800, Lng: -74.795650), Route carried "on" structure: County highway 622, Year Built: 2009, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 3,125 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 3,813 (year 2041), Design Load: HS 25 or greater, Features Intersected: PAULINS KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.766, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other Coated Reinforcing
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Structure Number: 1900H05, Location: 2.5 MI W OF CR 519 (Lat: 41.083319, Lng: -74.782400), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 368 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 449 (year 2041), Design Load: HS 20+Mod, Features Intersected: PAULINS KILL, Facility Carried by Structure: PLOTTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1900H05, Location: 2.5 MI W OF CR 519 (Lat: 41.083319, Lng: -74.782400), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 368 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 449 (year 2041), Design Load: HS 20+Mod, Features Intersected: PAULINS KILL, Facility Carried by Structure: PLOTTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1900H16, Location: 0.8 MI NW OF CR 519 (Lat: 41.103769, Lng: -74.758381), Route carried "on" structure: County highway 626, Year Built: 1900, Year Reconstructed: 2002, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 3,419 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,171 (year 2041), Design Load: HS 25 or greater, Features Intersected: PAULINS KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.993, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1900H16, Location: 0.8 MI NW OF CR 519 (Lat: 41.103769, Lng: -74.758381), Route carried "on" structure: County highway 626, Year Built: 1900, Year Reconstructed: 2002, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 3,419 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,171 (year 2041), Design Load: HS 25 or greater, Features Intersected: PAULINS KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.993, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1900H17, Location: 0.8 MI NW OF CR 519 (Lat: 41.103031, Lng: -74.758481), Route carried "on" structure: County highway 626, Year Built: 1900, Year Reconstructed: 2002, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 3,419 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,171 (year 2041), Design Load: HS 20+Mod, Features Intersected: PAULINS KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1900H17, Location: 0.8 MI NW OF CR 519 (Lat: 41.103031, Lng: -74.758481), Route carried "on" structure: County highway 626, Year Built: 1900, Year Reconstructed: 2002, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 3,419 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,171 (year 2041), Design Load: HS 20+Mod, Features Intersected: PAULINS KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1900H2, Location: 0.3 MI NE OF CR 626 (Lat: 41.105911, Lng: -74.755181), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 2006, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 73 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 89 (year 2041), Design Load: HS 20, Features Intersected: PAULINS KILL, Facility Carried by Structure: OLD STAGE COACH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 1900H2, Location: 0.3 MI NE OF CR 626 (Lat: 41.105911, Lng: -74.755181), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 2006, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 73 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 89 (year 2041), Design Load: HS 20, Features Intersected: PAULINS KILL, Facility Carried by Structure: OLD STAGE COACH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 1900L02, Location: 0.3 MI E OF CR 663 (Lat: 41.076161, Lng: -74.695239), Route carried "on" structure: City street , Year Built: 1951, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 706 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 861 (year 2041), Features Intersected: BRANCH OF PAULINS KILL, Facility Carried by Structure: GARRISON ROAD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1900L02, Location: 0.3 MI E OF CR 663 (Lat: 41.076161, Lng: -74.695239), Route carried "on" structure: City street , Year Built: 1951, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 706 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 861 (year 2041), Features Intersected: BRANCH OF PAULINS KILL, Facility Carried by Structure: GARRISON ROAD
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1900S2, Location: 0.1 MI NW OF CR 614 (Lat: 41.052169, Lng: -74.827619), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 2,424 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,957 (year 2041), Design Load: HS 20+Mod, Features Intersected: PAULINS KILL, Facility Carried by Structure: WEST END DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1900S2, Location: 0.1 MI NW OF CR 614 (Lat: 41.052169, Lng: -74.827619), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 2,424 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,957 (year 2041), Design Load: HS 20+Mod, Features Intersected: PAULINS KILL, Facility Carried by Structure: WEST END DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 1911159, Location: .57 MILE NORTH OF 603 JCT (Lat: 41.020000, Lng: -74.766769), Route carried "on" structure: US 206, Year Built: 1931, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 16,231 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 19,484 (year 2040), Design Load: HS 20, Features Intersected: PEQUEST RIVER
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 170.430, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1911159, Location: .57 MILE NORTH OF 603 JCT (Lat: 41.020000, Lng: -74.766769), Route carried "on" structure: US 206, Year Built: 1931, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 16,231 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 19,484 (year 2040), Design Load: HS 20, Features Intersected: PEQUEST RIVER
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 170.430, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous