Bridge Statistics for Alpine, New Jersey (NJ)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 39ft / 11.5mTotal length
- $6,074,000Total costs
- 210,956Total average daily traffic
- 3,113Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Alpine
- No street view available for this location
- Bridge Condition - Deck
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 28.6%Good
- 71.4%Satisfactory
- Bridge Condition - Substructure
- 42.9%Good
- 42.9%Satisfactory
- 14.3%Fair
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Structure Number: 4000009, Location: 0.60 Miles S. of Exit 2 (Lat: 40.947519, Lng: -73.922519), Route carried "on" structure: Other road 445, Year Built: 1954, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 33,544 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 40,924 (year 2040), Design Load: HS 20, Features Intersected: PEDESTRIAN THOROFARE, Facility Carried by Structure: PALISADES IP SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.137, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Agenciy, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Superstructure: Good, Substructure: Good, Inventory Rating: 84.4 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 4000009, Location: 0.60 Miles S. of Exit 2 (Lat: 40.947519, Lng: -73.922519), Route carried "on" structure: Other road 445, Year Built: 1954, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 33,544 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 40,924 (year 2040), Design Load: HS 20, Features Intersected: PEDESTRIAN THOROFARE, Facility Carried by Structure: PALISADES IP SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.137, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Agenciy, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Superstructure: Good, Substructure: Good, Inventory Rating: 84.4 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 400001, Location: 0.60 MI. S OF Exit 2 (Lat: 40.947531, Lng: -73.922150), Route carried "on" structure: Other road 445, Year Built: 1954, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 33,544 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 40,924 (year 2040), Design Load: HS 20, Features Intersected: PEDESTRIAN THOROFARE, Facility Carried by Structure: PALISADES IP NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.137, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Agenciy, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 84.4 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 400001, Location: 0.60 MI. S OF Exit 2 (Lat: 40.947531, Lng: -73.922150), Route carried "on" structure: Other road 445, Year Built: 1954, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 33,544 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 40,924 (year 2040), Design Load: HS 20, Features Intersected: PEDESTRIAN THOROFARE, Facility Carried by Structure: PALISADES IP NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.137, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Agenciy, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 84.4 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 4000011, Location: 2.95 MI S. OF US 9W (Lat: 40.956100, Lng: -73.920881), Route carried "on" structure: Other road 445, Year Built: 1954, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 33,543 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 40,923 (year 2040), Design Load: HS 20, Features Intersected: ALPINE APPROACH ROAD, Facility Carried by Structure: PALISADES IP SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.102, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Agenciy, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Superstructure: Good, Substructure: Good, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 4000011, Location: 2.95 MI S. OF US 9W (Lat: 40.956100, Lng: -73.920881), Route carried "on" structure: Other road 445, Year Built: 1954, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 33,543 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 40,923 (year 2040), Design Load: HS 20, Features Intersected: ALPINE APPROACH ROAD, Facility Carried by Structure: PALISADES IP SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.102, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Agenciy, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Superstructure: Good, Substructure: Good, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 4000012, Location: 2.95 MI. S. OF US 9W (Lat: 40.955589, Lng: -73.920361), Route carried "on" structure: Other road 445, Year Built: 1954, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 33,544 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 41,752 (year 2040), Design Load: HS 20, Features Intersected: ALPINE APPROACH ROAD, Facility Carried by Structure: PALISADES IP NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.102, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Agenciy, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2020
Structure Number: 4000012, Location: 2.95 MI. S. OF US 9W (Lat: 40.955589, Lng: -73.920361), Route carried "on" structure: Other road 445, Year Built: 1954, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 33,544 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 41,752 (year 2040), Design Load: HS 20, Features Intersected: ALPINE APPROACH ROAD, Facility Carried by Structure: PALISADES IP NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.102, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Agenciy, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2020
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Structure Number: 4000014, Location: INTERSECTION U.S. RT 9W (Lat: 40.997261, Lng: -73.914250), Route carried "on" structure: Other road 445, Year Built: 1954, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 21,486 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 26,744 (year 2040), Design Load: HS 20, Features Intersected: U.S. ROUTE 9 W, Facility Carried by Structure: PALISADES IP SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.802, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Agenciy, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 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-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,812,000, Roadway Improvement Cost: $272,000, Total Project Cost: $3,037,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4000014, Location: INTERSECTION U.S. RT 9W (Lat: 40.997261, Lng: -73.914250), Route carried "on" structure: Other road 445, Year Built: 1954, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 21,486 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 26,744 (year 2040), Design Load: HS 20, Features Intersected: U.S. ROUTE 9 W, Facility Carried by Structure: PALISADES IP SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.802, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Agenciy, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 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-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,812,000, Roadway Improvement Cost: $272,000, Total Project Cost: $3,037,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4000015, Location: INTERSECTION U.S. RTE. 9W (Lat: 40.997281, Lng: -73.913861), Route carried "on" structure: Other road 445, Year Built: 1954, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 21,486 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 26,270 (year 2040), Design Load: HS 20, Features Intersected: U.S. ROUTE 9 W, Facility Carried by Structure: PALISADES IP NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.802, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Agenciy, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 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-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 74.4 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,812,000, Roadway Improvement Cost: $272,000, Total Project Cost: $3,037,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Other Coated Reinforcing
Structure Number: 4000015, Location: INTERSECTION U.S. RTE. 9W (Lat: 40.997281, Lng: -73.913861), Route carried "on" structure: Other road 445, Year Built: 1954, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 21,486 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 26,270 (year 2040), Design Load: HS 20, Features Intersected: U.S. ROUTE 9 W, Facility Carried by Structure: PALISADES IP NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.802, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Agenciy, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 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-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 74.4 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,812,000, Roadway Improvement Cost: $272,000, Total Project Cost: $3,037,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Other Coated Reinforcing
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Structure Number: 4000016, Location: 4.5 MI N OF G.W. BRIDGE (Lat: 40.919711, Lng: -73.927919), Route carried "on" structure: Other road , Year Built: 1950, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 141 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 172 (year 2040), Features Intersected: GREENBROOK FALLS, Facility Carried by Structure: HENRY HUDSON DRIVE
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4000016, Location: 4.5 MI N OF G.W. BRIDGE (Lat: 40.919711, Lng: -73.927919), Route carried "on" structure: Other road , Year Built: 1950, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 141 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 172 (year 2040), Features Intersected: GREENBROOK FALLS, Facility Carried by Structure: HENRY HUDSON DRIVE
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4000011, Location: 2.95 MI S. OF US 9W (Lat: 40.956100, Lng: -73.920881), Route carried "under" structure: City street , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 13,338 (year 2020), Truck Traffic: 4%, Features Intersected: ALPINE APPROACH ROAD, Facility Carried by Structure: PALISADES IP SB
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 4000011, Location: 2.95 MI S. OF US 9W (Lat: 40.956100, Lng: -73.920881), Route carried "under" structure: City street , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 13,338 (year 2020), Truck Traffic: 4%, Features Intersected: ALPINE APPROACH ROAD, Facility Carried by Structure: PALISADES IP SB
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 4000012, Location: 2.95 MI. S. OF US 9W (Lat: 40.955589, Lng: -73.920361), Route carried "under" structure: City street , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 13,338 (year 2020), Truck Traffic: 4%, Features Intersected: ALPINE APPROACH ROAD, Facility Carried by Structure: PALISADES IP NB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 4000012, Location: 2.95 MI. S. OF US 9W (Lat: 40.955589, Lng: -73.920361), Route carried "under" structure: City street , Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 13,338 (year 2020), Truck Traffic: 4%, Features Intersected: ALPINE APPROACH ROAD, Facility Carried by Structure: PALISADES IP NB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 4000014, Location: INTERSECTION U.S. RT 9W (Lat: 40.997261, Lng: -73.914250), Route carried "under" structure: US 9W, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 3,496 (year 2020), Truck Traffic: 4%, Features Intersected: U.S. ROUTE 9 W, Facility Carried by Structure: PALISADES IP SB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 17.445, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
Structure Number: 4000014, Location: INTERSECTION U.S. RT 9W (Lat: 40.997261, Lng: -73.914250), Route carried "under" structure: US 9W, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 3,496 (year 2020), Truck Traffic: 4%, Features Intersected: U.S. ROUTE 9 W, Facility Carried by Structure: PALISADES IP SB
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 17.445, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
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Structure Number: 4000015, Location: INTERSECTION U.S. RTE. 9W (Lat: 40.997281, Lng: -73.913861), Route carried "under" structure: US 9W, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 3,496 (year 2020), Truck Traffic: 4%, Features Intersected: U.S. ROUTE 9 W, Facility Carried by Structure: PALISADES IP NB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 17.445, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)
Structure Number: 4000015, Location: INTERSECTION U.S. RTE. 9W (Lat: 40.997281, Lng: -73.913861), Route carried "under" structure: US 9W, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 3,496 (year 2020), Truck Traffic: 4%, Features Intersected: U.S. ROUTE 9 W, Facility Carried by Structure: PALISADES IP NB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 17.445, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.9m (62.0ft)