Bridge Statistics for Finderne, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 269ft / 82.1mTotal length
- $75,965,000Total costs
- 1,148,337Total average daily traffic
- 88,452Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Finderne
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11930-1939
- 181960-1969
- 11970-1979
- 21980-1989
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 31990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 6.3%Excellent
- 6.3%Very good
- 37.5%Good
- 31.3%Satisfactory
- 12.5%Fair
- 6.3%Poor
- Bridge Condition - Superstructure
- 12.5%Excellent
- 6.3%Very good
- 18.8%Good
- 43.8%Satisfactory
- 6.3%Fair
- 12.5%Poor
- Bridge Condition - Substructure
- 12.5%Excellent
- 25.0%Good
- 43.8%Satisfactory
- 18.8%Fair
- Bridge Condition - Channel
- 33.3%Good
- 50.0%Satisfactory
- 16.7%Fair
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Structure Number: 1802158, Location: 0.39 MI W OF JCT I-287 (Lat: 40.576669, Lng: -74.576331), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 5,806 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 6,968 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 22 AND I-287 RAMP, Facility Carried by Structure: FOOTHILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.0m (91.9ft), 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: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.00m (36.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $7,404,000, Roadway Improvement Cost: $530,000, Total Project Cost: $9,612,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1802158, Location: 0.39 MI W OF JCT I-287 (Lat: 40.576669, Lng: -74.576331), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 5,806 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 6,968 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 22 AND I-287 RAMP, Facility Carried by Structure: FOOTHILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.0m (91.9ft), 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: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.00m (36.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $7,404,000, Roadway Improvement Cost: $530,000, Total Project Cost: $9,612,000 ( Estimate for 2015), 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: 1806153, Location: INTERSECTION RT I-287 (Lat: 40.567939, Lng: -74.557269), Route carried "on" structure: State highway 28, Year Built: 1960, Year Reconstructed: 1999, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 26,470 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 35,650 (year 2040), Design Load: HS 20+Mod, Features Intersected: RT I-287
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.573, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Roadway Improvement Cost: $28,000, Total Project Cost: $42,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1806153, Location: INTERSECTION RT I-287 (Lat: 40.567939, Lng: -74.557269), Route carried "on" structure: State highway 28, Year Built: 1960, Year Reconstructed: 1999, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 26,470 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 35,650 (year 2040), Design Load: HS 20+Mod, Features Intersected: RT I-287
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.573, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Roadway Improvement Cost: $28,000, Total Project Cost: $42,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1812159, Location: 0.7 MI SOUTH OF NJ 28 JCT (Lat: 40.559800, Lng: -74.548519), Route carried "on" structure: Interstate 287, Year Built: 1960, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 148,249 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 177,899 (year 2040), Design Load: HS 20, Features Intersected: NJT (Raritan Valley)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.616, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1812159, Location: 0.7 MI SOUTH OF NJ 28 JCT (Lat: 40.559800, Lng: -74.548519), Route carried "on" structure: Interstate 287, Year Built: 1960, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 148,249 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 177,899 (year 2040), Design Load: HS 20, Features Intersected: NJT (Raritan Valley)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.616, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 181216, Location: 0.6 MI SOUTH OF NJ 28 (Lat: 40.560939, Lng: -74.549411), Route carried "on" structure: Interstate 287, Year Built: 1960, Year Reconstructed: 1986, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 135,390 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 165,352 (year 2041), Design Load: HS 25 or greater, Features Intersected: MAIN ST (CR 533)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.744, Lanes on structure: 6, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 31.9m (104.7ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, 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
Structure Number: 181216, Location: 0.6 MI SOUTH OF NJ 28 (Lat: 40.560939, Lng: -74.549411), Route carried "on" structure: Interstate 287, Year Built: 1960, Year Reconstructed: 1986, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 135,390 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 165,352 (year 2041), Design Load: HS 25 or greater, Features Intersected: MAIN ST (CR 533)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.744, Lanes on structure: 6, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 31.9m (104.7ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, 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
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Structure Number: 1812161, Location: 0.4 M. N.OF I-287 EXIT 13 (Lat: 40.570761, Lng: -74.562089), Route carried "on" structure: County highway 675, Year Built: 2015, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 5,240 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,400 (year 2040), Design Load: HL 93, Features Intersected: I-287, Facility Carried by Structure: CHIMNEY ROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), 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: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1812161, Location: 0.4 M. N.OF I-287 EXIT 13 (Lat: 40.570761, Lng: -74.562089), Route carried "on" structure: County highway 675, Year Built: 2015, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 5,240 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,400 (year 2040), Design Load: HL 93, Features Intersected: I-287, Facility Carried by Structure: CHIMNEY ROCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), 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: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1813151, Location: 0.85 MI. North of RT 28 (Lat: 40.575619, Lng: -74.570500), Route carried "on" structure: Interstate 287, Year Built: 1961, Year Reconstructed: 1996, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 44,230 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 54,017 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 22 EASTBOUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.917, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1813151, Location: 0.85 MI. North of RT 28 (Lat: 40.575619, Lng: -74.570500), Route carried "on" structure: Interstate 287, Year Built: 1961, Year Reconstructed: 1996, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 44,230 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 54,017 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 22 EASTBOUND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.917, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1813153, Location: 0.85 MI N OF NJ 28 JCT (Lat: 40.577061, Lng: -74.572511), Route carried "on" structure: Interstate 287, Year Built: 1960, Year Reconstructed: 1996, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 41,391 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 61,505 (year 2041), Design Load: HS 20, Features Intersected: US 22 WB+I-287 RAMP "NC"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.094, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.36m (30.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $45,818,000, Roadway Improvement Cost: $22,000, Total Project Cost: $61,900,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1813153, Location: 0.85 MI N OF NJ 28 JCT (Lat: 40.577061, Lng: -74.572511), Route carried "on" structure: Interstate 287, Year Built: 1960, Year Reconstructed: 1996, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 41,391 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 61,505 (year 2041), Design Load: HS 20, Features Intersected: US 22 WB+I-287 RAMP "NC"
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.094, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.36m (30.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $45,818,000, Roadway Improvement Cost: $22,000, Total Project Cost: $61,900,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1813154, Location: 0.8 MI NORTH OF US 22 JCT (Lat: 40.579981, Lng: -74.580031), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 4,180 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,020 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-287, Facility Carried by Structure: FOOTHILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.6m (74.1ft), 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: 13.6m (44.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.17m (30.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,394,000, Roadway Improvement Cost: $50,000, Total Project Cost: $2,753,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1813154, Location: 0.8 MI NORTH OF US 22 JCT (Lat: 40.579981, Lng: -74.580031), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 4,180 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,020 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-287, Facility Carried by Structure: FOOTHILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.6m (74.1ft), 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: 13.6m (44.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.17m (30.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,394,000, Roadway Improvement Cost: $50,000, Total Project Cost: $2,753,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1813156, Location: 1.64 MI North of US 22 (Lat: 40.581339, Lng: -74.598039), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 1,880 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,260 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-287 SOUTHBOUND, Facility Carried by Structure: N. GASTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), 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: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.0 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1813156, Location: 1.64 MI North of US 22 (Lat: 40.581339, Lng: -74.598039), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 1,880 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,260 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-287 SOUTHBOUND, Facility Carried by Structure: N. GASTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), 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: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.0 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1860159, Location: 1.26MI SW I287 & US22 JCT (Lat: 40.559489, Lng: -74.580561), Route carried "on" structure: County highway 533, Year Built: 1987, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 20,222 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 24,674 (year 2041), Design Load: HS 20+Mod, Features Intersected: RARITAN VALLEY LINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.701, Lanes on structure: 4, Owner: State Agenciy, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $11,000, Total Project Cost: $109,000 ( 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: 1860159, Location: 1.26MI SW I287 & US22 JCT (Lat: 40.559489, Lng: -74.580561), Route carried "on" structure: County highway 533, Year Built: 1987, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 20,222 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 24,674 (year 2041), Design Load: HS 20+Mod, Features Intersected: RARITAN VALLEY LINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.701, Lanes on structure: 4, Owner: State Agenciy, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $11,000, Total Project Cost: $109,000 ( 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: 18G0703, Location: 0.05 MI E CHIMNEY ROCK RD (Lat: 40.561539, Lng: -74.564069), Route carried "on" structure: County highway 533, Year Built: 2013, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 17,843 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 21,772 (year 2041), Design Load: HS 20+Mod, Features Intersected: CUCKELS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.310, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $5,000, Total Project Cost: $18,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 18G0703, Location: 0.05 MI E CHIMNEY ROCK RD (Lat: 40.561539, Lng: -74.564069), Route carried "on" structure: County highway 533, Year Built: 2013, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 17,843 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 21,772 (year 2041), Design Load: HS 20+Mod, Features Intersected: CUCKELS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.310, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $5,000, Total Project Cost: $18,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 18G0704, Location: 0.04 MI N OF EAST MAIN ST (Lat: 40.562150, Lng: -74.564889), Route carried "on" structure: County highway 675, Year Built: 1971, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,289 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 6,454 (year 2041), Design Load: HS 20, Features Intersected: CUCKELS BROOK, Facility Carried by Structure: CHIMNEY ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $5,000, Total Project Cost: $18,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 18G0704, Location: 0.04 MI N OF EAST MAIN ST (Lat: 40.562150, Lng: -74.564889), Route carried "on" structure: County highway 675, Year Built: 1971, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,289 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 6,454 (year 2041), Design Load: HS 20, Features Intersected: CUCKELS BROOK, Facility Carried by Structure: CHIMNEY ROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $5,000, Total Project Cost: $18,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 18G0801, Location: .02 M S OF KLINE PL INTER (Lat: 40.564239, Lng: -74.567881), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 2007, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 510 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 612 (year 2041), Features Intersected: CUCKELS BROOK, Facility Carried by Structure: MORTON ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $505,000, Roadway Improvement Cost: $212,000, Total Project Cost: $1,127,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18G0801, Location: .02 M S OF KLINE PL INTER (Lat: 40.564239, Lng: -74.567881), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 2007, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 510 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 612 (year 2041), Features Intersected: CUCKELS BROOK, Facility Carried by Structure: MORTON ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $505,000, Roadway Improvement Cost: $212,000, Total Project Cost: $1,127,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18G0802, Location: 0.04 MI W OF MORTON ST (Lat: 40.564631, Lng: -74.568819), Route carried "on" structure: City street , Year Built: 1933, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,990 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,388 (year 2041), Features Intersected: CUCKELS BROOK, Facility Carried by Structure: KLINE PLACE
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: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 58.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18G0802, Location: 0.04 MI W OF MORTON ST (Lat: 40.564631, Lng: -74.568819), Route carried "on" structure: City street , Year Built: 1933, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,990 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,388 (year 2041), Features Intersected: CUCKELS BROOK, Facility Carried by Structure: KLINE PLACE
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: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 58.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18G0803, Location: 0.1 MI N OF NJ 28 JCT (Lat: 40.570511, Lng: -74.575419), Route carried "on" structure: County highway 633, Year Built: 1969, Year Reconstructed: 2018, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 16,594 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 20,248 (year 2041), Design Load: HL 93, Features Intersected: CUCKELS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, 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: 14.6m (47.9ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 59.0 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: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable 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: September 2021, Bridge Improvement Cost: $356,000, Roadway Improvement Cost: $10,000, Total Project Cost: $386,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 18G0803, Location: 0.1 MI N OF NJ 28 JCT (Lat: 40.570511, Lng: -74.575419), Route carried "on" structure: County highway 633, Year Built: 1969, Year Reconstructed: 2018, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 16,594 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 20,248 (year 2041), Design Load: HL 93, Features Intersected: CUCKELS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, 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: 14.6m (47.9ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 59.0 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: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable 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: September 2021, Bridge Improvement Cost: $356,000, Roadway Improvement Cost: $10,000, Total Project Cost: $386,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 18G0813, Location: 0.07 MI NO OF RT 28 (Lat: 40.570619, Lng: -74.579000), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,803 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,164 (year 2041), Design Load: HS 20, Features Intersected: CUCKELS BROOK, Facility Carried by Structure: MORGAN LANE
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 18G0813, Location: 0.07 MI NO OF RT 28 (Lat: 40.570619, Lng: -74.579000), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,803 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,164 (year 2041), Design Load: HS 20, Features Intersected: CUCKELS BROOK, Facility Carried by Structure: MORGAN LANE
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1802158, Location: 0.39 MI W OF JCT I-287 (Lat: 40.576669, Lng: -74.576331), Route carried "under" structure: US 22, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 100,911 (year 2021), Truck Traffic: 5%, Features Intersected: US 22 AND I-287 RAMP, Facility Carried by Structure: FOOTHILL ROAD
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 58.451, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 1802158, Location: 0.39 MI W OF JCT I-287 (Lat: 40.576669, Lng: -74.576331), Route carried "under" structure: US 22, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 100,911 (year 2021), Truck Traffic: 5%, Features Intersected: US 22 AND I-287 RAMP, Facility Carried by Structure: FOOTHILL ROAD
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 58.451, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 1802158, Location: 0.39 MI W OF JCT I-287 (Lat: 40.576669, Lng: -74.576331), Route carried "under" structure: Ramp Interstate 287, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 25,231 (year 2021), Truck Traffic: 9%, Features Intersected: US 22 AND I-287 RAMP, Facility Carried by Structure: FOOTHILL ROAD
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 24.253, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 1802158, Location: 0.39 MI W OF JCT I-287 (Lat: 40.576669, Lng: -74.576331), Route carried "under" structure: Ramp Interstate 287, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 25,231 (year 2021), Truck Traffic: 9%, Features Intersected: US 22 AND I-287 RAMP, Facility Carried by Structure: FOOTHILL ROAD
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 24.253, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 1806153, Location: INTERSECTION RT I-287 (Lat: 40.567939, Lng: -74.557269), Route carried "under" structure: Interstate 287, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 153,000 (year 2020), Truck Traffic: 9%, Features Intersected: RT I-287, Facility Carried by Structure: RT 28
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 21.726, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft)
Structure Number: 1806153, Location: INTERSECTION RT I-287 (Lat: 40.567939, Lng: -74.557269), Route carried "under" structure: Interstate 287, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 153,000 (year 2020), Truck Traffic: 9%, Features Intersected: RT I-287, Facility Carried by Structure: RT 28
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 21.726, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft)
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Structure Number: 181216, Location: 0.6 MI SOUTH OF NJ 28 (Lat: 40.560939, Lng: -74.549411), Route carried "under" structure: County highway 533, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 16,567 (year 2021), Truck Traffic: 4%, Features Intersected: MAIN ST (CR 533), Facility Carried by Structure: I-287
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 50.566, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
Structure Number: 181216, Location: 0.6 MI SOUTH OF NJ 28 (Lat: 40.560939, Lng: -74.549411), Route carried "under" structure: County highway 533, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 16,567 (year 2021), Truck Traffic: 4%, Features Intersected: MAIN ST (CR 533), Facility Carried by Structure: I-287
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 50.566, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
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Structure Number: 1812161, Location: 0.4 M. N.OF I-287 EXIT 13 (Lat: 40.570761, Lng: -74.562089), Route carried "under" structure: Interstate 287, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 143,500 (year 2020), Truck Traffic: 9%, Features Intersected: I-287, Facility Carried by Structure: CHIMNEY ROCK ROAD
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 22.322, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 1812161, Location: 0.4 M. N.OF I-287 EXIT 13 (Lat: 40.570761, Lng: -74.562089), Route carried "under" structure: Interstate 287, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 143,500 (year 2020), Truck Traffic: 9%, Features Intersected: I-287, Facility Carried by Structure: CHIMNEY ROCK ROAD
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 22.322, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
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Structure Number: 1813151, Location: 0.85 MI. North of RT 28 (Lat: 40.575619, Lng: -74.570500), Route carried "under" structure: US 22, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 52,555 (year 2021), Truck Traffic: 4%, Features Intersected: US 22 EASTBOUND, Facility Carried by Structure: I-287 SOUTHBOUND
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 59.256, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
Structure Number: 1813151, Location: 0.85 MI. North of RT 28 (Lat: 40.575619, Lng: -74.570500), Route carried "under" structure: US 22, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 52,555 (year 2021), Truck Traffic: 4%, Features Intersected: US 22 EASTBOUND, Facility Carried by Structure: I-287 SOUTHBOUND
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 59.256, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft)
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Structure Number: 1813153, Location: 0.85 MI N OF NJ 28 JCT (Lat: 40.577061, Lng: -74.572511), Route carried "under" structure: US 22, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 32,258 (year 2021), Truck Traffic: 4%, Features Intersected: US 22 WB+I-287 RAMP "NC", Facility Carried by Structure: I-287 SB
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 59.031, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
Structure Number: 1813153, Location: 0.85 MI N OF NJ 28 JCT (Lat: 40.577061, Lng: -74.572511), Route carried "under" structure: US 22, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 32,258 (year 2021), Truck Traffic: 4%, Features Intersected: US 22 WB+I-287 RAMP "NC", Facility Carried by Structure: I-287 SB
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 59.031, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
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Structure Number: 1813153, Location: 0.85 MI N OF NJ 28 JCT (Lat: 40.577061, Lng: -74.572511), Route carried "under" structure: Ramp Interstate 287, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 4,828 (year 2021), Truck Traffic: 9%, Features Intersected: US 22 WB+I-287 RAMP "NC"
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 23.094, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
Structure Number: 1813153, Location: 0.85 MI N OF NJ 28 JCT (Lat: 40.577061, Lng: -74.572511), Route carried "under" structure: Ramp Interstate 287, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 4,828 (year 2021), Truck Traffic: 9%, Features Intersected: US 22 WB+I-287 RAMP "NC"
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 23.094, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
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Structure Number: 1813154, Location: 0.8 MI NORTH OF US 22 JCT (Lat: 40.579981, Lng: -74.580031), Route carried "under" structure: Interstate 287, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 95,600 (year 2020), Truck Traffic: 9%, Features Intersected: I-287, Facility Carried by Structure: FOOTHILL ROAD
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 24.253, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 1813154, Location: 0.8 MI NORTH OF US 22 JCT (Lat: 40.579981, Lng: -74.580031), Route carried "under" structure: Interstate 287, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 95,600 (year 2020), Truck Traffic: 9%, Features Intersected: I-287, Facility Carried by Structure: FOOTHILL ROAD
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 24.253, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 1813156, Location: 1.64 MI North of US 22 (Lat: 40.581339, Lng: -74.598039), Route carried "under" structure: Interstate 287, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 46,800 (year 2021), Truck Traffic: 9%, Features Intersected: I-287 SOUTHBOUND, Facility Carried by Structure: N. GASTON AVENUE
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 25.733, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 1813156, Location: 1.64 MI North of US 22 (Lat: 40.581339, Lng: -74.598039), Route carried "under" structure: Interstate 287, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 46,800 (year 2021), Truck Traffic: 9%, Features Intersected: I-287 SOUTHBOUND, Facility Carried by Structure: N. GASTON AVENUE
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 25.733, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)