Bridge Statistics for New Milford, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 69ft / 21.3mTotal length
- $1,904,000Total costs
- 97,680Total average daily traffic
- 3,518Total average daily truck traffic
- 117,219Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for New Milford
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 11970-1979
- 51980-1989
- 31990-1999
- Bridge Condition - Deck
- 18.2%Good
- 63.6%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 9.1%Very good
- 54.5%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 45.5%Good
- 36.4%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 9.1%Very good
- 18.2%Good
- 63.6%Satisfactory
- 9.1%Fair
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Structure Number: 20038A, Location: 0.148 mi EAST of CR 503 (Lat: 40.934919, Lng: -74.028881), Route carried "on" structure: County highway 70, Year Built: 1981, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 6,320 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,580 (year 2040), Design Load: HS 20, Features Intersected: HACKENSACK RIVER, Facility Carried by Structure: RIVER EDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.238, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2020, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $106,000, Total Project Cost: $250,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20038A, Location: 0.148 mi EAST of CR 503 (Lat: 40.934919, Lng: -74.028881), Route carried "on" structure: County highway 70, Year Built: 1981, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 6,320 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,580 (year 2040), Design Load: HS 20, Features Intersected: HACKENSACK RIVER, Facility Carried by Structure: RIVER EDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.238, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2020, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $106,000, Total Project Cost: $250,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20038B, Location: 0.057 mi East of CR 74 (Lat: 40.945800, Lng: -74.023450), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 6,330 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: HS 20, Features Intersected: HACKENSACK RIVER, Facility Carried by Structure: NEW MILFORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.18m (13.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $106,000, Total Project Cost: $241,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20038B, Location: 0.057 mi East of CR 74 (Lat: 40.945800, Lng: -74.023450), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 6,330 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: HS 20, Features Intersected: HACKENSACK RIVER, Facility Carried by Structure: NEW MILFORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.18m (13.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $106,000, Total Project Cost: $241,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20038C, Location: 0.41 mi West of CR 41 (Lat: 40.945681, Lng: -74.025011), Route carried "on" structure: County highway 74II, Year Built: 1999, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 10,950 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,140 (year 2040), Design Load: HS 25 or greater, Features Intersected: HACKENSACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.072, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 55.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2020, Underwater Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20038C, Location: 0.41 mi West of CR 41 (Lat: 40.945681, Lng: -74.025011), Route carried "on" structure: County highway 74II, Year Built: 1999, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 10,950 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,140 (year 2040), Design Load: HS 25 or greater, Features Intersected: HACKENSACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.072, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 55.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2020, Underwater Inspection Date: May 2018, 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: 20038D, Location: 0.307 mi North of CR 126 (Lat: 40.946861, Lng: -74.016039), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 15,230 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,280 (year 2040), Features Intersected: HIRSCHFELD BROOK, Facility Carried by Structure: BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.584, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 20038D, Location: 0.307 mi North of CR 126 (Lat: 40.946861, Lng: -74.016039), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 15,230 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,280 (year 2040), Features Intersected: HIRSCHFELD BROOK, Facility Carried by Structure: BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.584, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 20038E, Location: 0.5MI NORTH CR 126 (Lat: 40.947569, Lng: -74.021011), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,812 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,175 (year 2040), Design Load: HS 20+Mod, Features Intersected: HIRSHFELD BROOK, Facility Carried by Structure: LENOX AVE
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20038E, Location: 0.5MI NORTH CR 126 (Lat: 40.947569, Lng: -74.021011), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,812 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,175 (year 2040), Design Load: HS 20+Mod, Features Intersected: HIRSHFELD BROOK, Facility Carried by Structure: LENOX AVE
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20038F, Location: 0.187 mi E. of Boulevard (Lat: 40.943539, Lng: -74.012811), Route carried "on" structure: County highway 126, Year Built: 1958, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 8,350 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,020 (year 2040), Features Intersected: HIRSCHFELD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.880, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20038F, Location: 0.187 mi E. of Boulevard (Lat: 40.943539, Lng: -74.012811), Route carried "on" structure: County highway 126, Year Built: 1958, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 8,350 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,020 (year 2040), Features Intersected: HIRSCHFELD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.880, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20038G, Location: 0.317 mi North of CR 126 (Lat: 40.947331, Lng: -74.020169), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 3,360 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,030 (year 2040), Design Load: HS 25 or greater, Features Intersected: Hirschfeld Brook, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.510, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 53.5 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 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20038G, Location: 0.317 mi North of CR 126 (Lat: 40.947331, Lng: -74.020169), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 3,360 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,030 (year 2040), Design Load: HS 25 or greater, Features Intersected: Hirschfeld Brook, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.510, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 53.5 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 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20038H, Location: 0.228 MI EAST CR 503 (Lat: 40.914811, Lng: -74.030561), Route carried "on" structure: County highway 49, Year Built: 1955, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 36,380 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 43,660 (year 2040), Design Load: HS 20, Features Intersected: HACKENSACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.901, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.7 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,271,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20038H, Location: 0.228 MI EAST CR 503 (Lat: 40.914811, Lng: -74.030561), Route carried "on" structure: County highway 49, Year Built: 1955, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 36,380 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 43,660 (year 2040), Design Load: HS 20, Features Intersected: HACKENSACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.901, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.7 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $50,000, Total Project Cost: $1,271,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20038J, Location: 0.13 Mi N of Main St (Lat: 40.947619, Lng: -74.021939), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 528 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 634 (year 2040), Design Load: HS 20+Mod, Features Intersected: HIRSHFELD BROOK, Facility Carried by Structure: WASHINGTON 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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 70.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20038J, Location: 0.13 Mi N of Main St (Lat: 40.947619, Lng: -74.021939), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 528 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 634 (year 2040), Design Load: HS 20+Mod, Features Intersected: HIRSHFELD BROOK, Facility Carried by Structure: WASHINGTON 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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 70.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 20038K, Location: 0.244 mi W of CR 126 (Lat: 40.945581, Lng: -74.015781), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 5,910 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,090 (year 2040), Design Load: HS 20+Mod, Features Intersected: HIRSCHFELD BROOK, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.766, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 54.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $80,000, Total Project Cost: $142,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20038K, Location: 0.244 mi W of CR 126 (Lat: 40.945581, Lng: -74.015781), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 5,910 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,090 (year 2040), Design Load: HS 20+Mod, Features Intersected: HIRSCHFELD BROOK, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.766, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 54.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $80,000, Total Project Cost: $142,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20038L, Location: 1000 ft N of Main Street (Lat: 40.947339, Lng: -74.019261), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,510 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,010 (year 2040), Design Load: HS 25 or greater, Features Intersected: HIRSCHFELD BROOK, Facility Carried by Structure: PROSPECT AVE
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Inventory Rating: 56.2 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: Equal 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20038L, Location: 1000 ft N of Main Street (Lat: 40.947339, Lng: -74.019261), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,510 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,010 (year 2040), Design Load: HS 25 or greater, Features Intersected: HIRSCHFELD BROOK, Facility Carried by Structure: PROSPECT AVE
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Inventory Rating: 56.2 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: Equal 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing