Bridge Statistics for Hawthorne, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 69ft / 21.1mTotal length
- $2,067,000Total costs
- 650,880Total average daily traffic
- 28,972Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hawthorne
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 91950-1959
- 21980-1989
- 11990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 33.3%Good
- 22.2%Satisfactory
- 44.4%Fair
- Bridge Condition - Superstructure
- 44.4%Good
- 44.4%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 12.5%Very good
- 37.5%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 1600103, Location: 0.3 NE Goffle Rd CR 659 (Lat: 40.939061, Lng: -74.162839), Route carried "on" structure: County highway 504, Year Built: 2003, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 14,842 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 18,111 (year 2041), Design Load: HS 25 or greater, Features Intersected: GOFFLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.011, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, 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: 2.7m (8.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1600103, Location: 0.3 NE Goffle Rd CR 659 (Lat: 40.939061, Lng: -74.162839), Route carried "on" structure: County highway 504, Year Built: 2003, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 14,842 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 18,111 (year 2041), Design Load: HS 25 or greater, Features Intersected: GOFFLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.011, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, 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: 2.7m (8.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1600104, Location: 1 MI S OF RT 208 INTER (Lat: 40.948300, Lng: -74.162739), Route carried "on" structure: County highway 654, Year Built: 2003, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 10,355 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 13,950 (year 2041), Design Load: HS 25 or greater, Features Intersected: GOFFLE BROOK, Facility Carried by Structure: DIAMOND BRIDGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, 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: 3.2m (10.5ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 79.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1600104, Location: 1 MI S OF RT 208 INTER (Lat: 40.948300, Lng: -74.162739), Route carried "on" structure: County highway 654, Year Built: 2003, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 10,355 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 13,950 (year 2041), Design Load: HS 25 or greater, Features Intersected: GOFFLE BROOK, Facility Carried by Structure: DIAMOND BRIDGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, 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: 3.2m (10.5ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 79.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1600105, Location: 0.04 MI EAST OF GOFFLE RD (Lat: 40.952261, Lng: -74.162539), Route carried "on" structure: City street , Year Built: 1926, Year Reconstructed: 2013, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 6,270 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 8,450 (year 2041), Design Load: HS 25 or greater, Features Intersected: GOFFLE BROOK, Facility Carried by Structure: WARBURTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1600105, Location: 0.04 MI EAST OF GOFFLE RD (Lat: 40.952261, Lng: -74.162539), Route carried "on" structure: City street , Year Built: 1926, Year Reconstructed: 2013, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 6,270 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 8,450 (year 2041), Design Load: HS 25 or greater, Features Intersected: GOFFLE BROOK, Facility Carried by Structure: WARBURTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 1600108, Location: 0.4 M S OF ROUTE 208 (Lat: 40.963861, Lng: -74.157819), Route carried "on" structure: County highway 667, Year Built: 1994, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 5,515 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 7,430 (year 2041), Design Load: HS 25 or greater, Features Intersected: GOFFLE BROOK, Facility Carried by Structure: GOFFLE HILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 59.0 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1600108, Location: 0.4 M S OF ROUTE 208 (Lat: 40.963861, Lng: -74.157819), Route carried "on" structure: County highway 667, Year Built: 1994, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 5,515 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 7,430 (year 2041), Design Load: HS 25 or greater, Features Intersected: GOFFLE BROOK, Facility Carried by Structure: GOFFLE HILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 59.0 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1600109, Location: 0.25MI.W.OF RTE.208 INTER (Lat: 40.964789, Lng: -74.158581), Route carried "on" structure: County highway 659, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 11,855 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 15,970 (year 2041), Design Load: HS 20+Mod, Features Intersected: DEEP VOLL BROOK, Facility Carried by Structure: GOFFLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $50,000, Total Project Cost: $139,000 ( Estimate for 2021)
Structure Number: 1600109, Location: 0.25MI.W.OF RTE.208 INTER (Lat: 40.964789, Lng: -74.158581), Route carried "on" structure: County highway 659, Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 11,855 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 15,970 (year 2041), Design Load: HS 20+Mod, Features Intersected: DEEP VOLL BROOK, Facility Carried by Structure: GOFFLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $50,000, Total Project Cost: $139,000 ( Estimate for 2021)
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Structure Number: 161215, Location: 4.0 Mi. N. of NJ 4 Junc. (Lat: 40.963811, Lng: -74.148731), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 4,930 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,015 (year 2040), Design Load: HS 20, Features Intersected: NJ 208, Facility Carried by Structure: VAN WINKLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $790,000, Roadway Improvement Cost: $160,000, Total Project Cost: $1,140,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 161215, Location: 4.0 Mi. N. of NJ 4 Junc. (Lat: 40.963811, Lng: -74.148731), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 4,930 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,015 (year 2040), Design Load: HS 20, Features Intersected: NJ 208, Facility Carried by Structure: VAN WINKLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $790,000, Roadway Improvement Cost: $160,000, Total Project Cost: $1,140,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1612153, Location: 1.5 Mi. N of C.R. 507 (Lat: 40.967419, Lng: -74.153739), Route carried "on" structure: State highway 208, Year Built: 1958, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 73,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 89,670 (year 2040), Design Load: HS 20, Features Intersected: GOFFLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.017, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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
Structure Number: 1612153, Location: 1.5 Mi. N of C.R. 507 (Lat: 40.967419, Lng: -74.153739), Route carried "on" structure: State highway 208, Year Built: 1958, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 73,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 89,670 (year 2040), Design Load: HS 20, Features Intersected: GOFFLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.017, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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
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Structure Number: 1612154, Location: 1.5 Mi. N. of C.R. 507 (Lat: 40.967619, Lng: -74.153169), Route carried "on" structure: Ramp State highway 208, Year Built: 1958, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,520 (year 2040), Design Load: HS 20, Features Intersected: GOFFLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.017, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Total Project Cost: $341,000 ( Estimate for 2020)
Structure Number: 1612154, Location: 1.5 Mi. N. of C.R. 507 (Lat: 40.967619, Lng: -74.153169), Route carried "on" structure: Ramp State highway 208, Year Built: 1958, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,520 (year 2040), Design Load: HS 20, Features Intersected: GOFFLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.017, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Total Project Cost: $341,000 ( Estimate for 2020)
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Structure Number: 1612155, Location: 3.5 MI SE OF 208-CO 502 (Lat: 40.966789, Lng: -74.155011), Route carried "on" structure: Ramp State highway 208, Year Built: 1958, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,175 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,010 (year 2041), Features Intersected: GOFFLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.017, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.1 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1612155, Location: 3.5 MI SE OF 208-CO 502 (Lat: 40.966789, Lng: -74.155011), Route carried "on" structure: Ramp State highway 208, Year Built: 1958, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,175 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,010 (year 2041), Features Intersected: GOFFLE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.017, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.1 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1612156, Location: 3.5 MI SE OF 208-CO502 (Lat: 40.967669, Lng: -74.154669), Route carried "on" structure: State highway 208, Year Built: 1958, Year Reconstructed: 1971, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 75,685 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 90,820 (year 2041), Design Load: H 20, Features Intersected: CR 659(GOFFLE ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.113, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.4 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1612156, Location: 3.5 MI SE OF 208-CO502 (Lat: 40.967669, Lng: -74.154669), Route carried "on" structure: State highway 208, Year Built: 1958, Year Reconstructed: 1971, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 75,685 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 90,820 (year 2041), Design Load: H 20, Features Intersected: CR 659(GOFFLE ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.113, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.4 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1612159, Location: 1.7 Mi. N. of C.R. 507 (Lat: 40.969900, Lng: -74.156889), Route carried "on" structure: State highway 208, Year Built: 1959, Year Reconstructed: 2012, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 74,950 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 89,940 (year 2040), Design Load: HL 93, Features Intersected: LAFAYETTE AVE (CR 665)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.403, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 81.6 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: 73.9 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1612159, Location: 1.7 Mi. N. of C.R. 507 (Lat: 40.969900, Lng: -74.156889), Route carried "on" structure: State highway 208, Year Built: 1959, Year Reconstructed: 2012, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 74,950 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 89,940 (year 2040), Design Load: HL 93, Features Intersected: LAFAYETTE AVE (CR 665)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.403, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 81.6 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: 73.9 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1661179, Location: 0.66MI SW CR653&NJ208 JCT (Lat: 40.948981, Lng: -74.146200), Route carried "on" structure: County highway 653, Year Built: 1988, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 17,823 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 21,747 (year 2041), Design Load: HS 20+Mod, Features Intersected: MAIN LINE M.P. 18.34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 4, Owner: State Agenciy, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 53.9m (176.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.75m (12.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $60,000, Total Project Cost: $447,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1661179, Location: 0.66MI SW CR653&NJ208 JCT (Lat: 40.948981, Lng: -74.146200), Route carried "on" structure: County highway 653, Year Built: 1988, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 17,823 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 21,747 (year 2041), Design Load: HS 20+Mod, Features Intersected: MAIN LINE M.P. 18.34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 4, Owner: State Agenciy, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 53.9m (176.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.75m (12.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $60,000, Total Project Cost: $447,000 ( Estimate for 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: 161215, Location: 4.0 Mi. N. of NJ 4 Junc. (Lat: 40.963811, Lng: -74.148731), Route carried "under" structure: State highway 208, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 73,490 (year 2020), Truck Traffic: 5%, Features Intersected: NJ 208, Facility Carried by Structure: VAN WINKLE AVENUE
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 6.437, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 161215, Location: 4.0 Mi. N. of NJ 4 Junc. (Lat: 40.963811, Lng: -74.148731), Route carried "under" structure: State highway 208, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 73,490 (year 2020), Truck Traffic: 5%, Features Intersected: NJ 208, Facility Carried by Structure: VAN WINKLE AVENUE
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 6.437, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 1612156, Location: 3.5 MI SE OF 208-CO502 (Lat: 40.967669, Lng: -74.154669), Route carried "under" structure: County highway 659, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 270,000 (year 2021), Truck Traffic: 4%, Features Intersected: CR 659(GOFFLE ROAD), Facility Carried by Structure: NJ 208
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 3.637, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft)
Structure Number: 1612156, Location: 3.5 MI SE OF 208-CO502 (Lat: 40.967669, Lng: -74.154669), Route carried "under" structure: County highway 659, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 270,000 (year 2021), Truck Traffic: 4%, Features Intersected: CR 659(GOFFLE ROAD), Facility Carried by Structure: NJ 208
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 3.637, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft)
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Structure Number: 1612159, Location: 1.7 Mi. N. of C.R. 507 (Lat: 40.969900, Lng: -74.156889), Route carried "under" structure: County highway 665, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 3,790 (year 2020), Truck Traffic: 4%, Features Intersected: LAFAYETTE AVE (CR 665), Facility Carried by Structure: NJ 208
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 3.219, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
Structure Number: 1612159, Location: 1.7 Mi. N. of C.R. 507 (Lat: 40.969900, Lng: -74.156889), Route carried "under" structure: County highway 665, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 3,790 (year 2020), Truck Traffic: 4%, Features Intersected: LAFAYETTE AVE (CR 665), Facility Carried by Structure: NJ 208
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 3.219, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)