Bridge Statistics for South Nyack, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 102ft / 31.2mTotal length
- $48,588,000Total costs
- 291,658Total average daily traffic
- 2,702Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for South Nyack
- No street view available for this location
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 31990-1999
- Bridge Condition - Deck
- 40.0%Good
- 60.0%Fair
- Bridge Condition - Superstructure
- 20.0%Very good
- 80.0%Satisfactory
- Bridge Condition - Substructure
- 40.0%Satisfactory
- 60.0%Fair
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Structure Number: 100708, Location: JCT RTE 9W NB+I87 INT 10 (Lat: 41.079800, Lng: -73.921797), Route carried "on" structure: US 9W, Year Built: 1954, Year Reconstructed: 1997, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 9,914 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 9,960 (year 2040), Design Load: HS 25 or greater, Features Intersected: 87IX SB, Pedestrian Walk
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.557, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 4.9m (16.1ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.86m (29.07ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $8,500,000, Roadway Improvement Cost: $4,978,000, Total Project Cost: $13,477,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100708, Location: JCT RTE 9W NB+I87 INT 10 (Lat: 41.079800, Lng: -73.921797), Route carried "on" structure: US 9W, Year Built: 1954, Year Reconstructed: 1997, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 9,914 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 9,960 (year 2040), Design Load: HS 25 or greater, Features Intersected: 87IX SB, Pedestrian Walk
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.557, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 4.9m (16.1ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.86m (29.07ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $8,500,000, Roadway Improvement Cost: $4,978,000, Total Project Cost: $13,477,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100709, Location: JCT S.Franklin Ext./I-87 (Lat: 41.083136, Lng: -73.923989), Route carried "on" structure: US 9W, Year Built: 1954, Year Reconstructed: 1994, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 4,976 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 4,999 (year 2040), Design Load: HS 20+Mod, Features Intersected: 87IX, RTE I87, NB RAMP F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.121, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 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 corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.67m (21.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,931,000, Roadway Improvement Cost: $2,302,000, Total Project Cost: $6,232,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100709, Location: JCT S.Franklin Ext./I-87 (Lat: 41.083136, Lng: -73.923989), Route carried "on" structure: US 9W, Year Built: 1954, Year Reconstructed: 1994, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 4,976 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 4,999 (year 2040), Design Load: HS 20+Mod, Features Intersected: 87IX, RTE I87, NB RAMP F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.121, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 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 corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.67m (21.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,931,000, Roadway Improvement Cost: $2,302,000, Total Project Cost: $6,232,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 551394, Location: 0.9 MI S OF NYACK (Lat: 41.078344, Lng: -73.921192), Route carried "on" structure: Other road , Year Built: 1953, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 2,052 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 2,538 (year 2040), Design Load: HS 20, Features Intersected: 87IX SB, RTE I87, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Lanes under structure: 9, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $5,268,000, Roadway Improvement Cost: $3,085,000, Total Project Cost: $8,353,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 551394, Location: 0.9 MI S OF NYACK (Lat: 41.078344, Lng: -73.921192), Route carried "on" structure: Other road , Year Built: 1953, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 2,052 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 2,538 (year 2040), Design Load: HS 20, Features Intersected: 87IX SB, RTE I87, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Lanes under structure: 9, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $5,268,000, Roadway Improvement Cost: $3,085,000, Total Project Cost: $8,353,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 551395, Location: 0.2 MI. N. OF S. BRDWY (Lat: 41.079953, Lng: -73.922475), Route carried "on" structure: Ramp Other road , Year Built: 1953, Year Reconstructed: 1998, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 7,370 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 12,480 (year 2040), Design Load: HS 20+Mod, Features Intersected: 87I ENTRY RAMP SB FROM 9, Facility Carried by Structure: 87I EXIT10 RAMP FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Lanes under structure: 1, Owner: State Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 59.9 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $4,681,000, Roadway Improvement Cost: $2,741,000, Total Project Cost: $7,422,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Galvanized Reinforcing
Structure Number: 551395, Location: 0.2 MI. N. OF S. BRDWY (Lat: 41.079953, Lng: -73.922475), Route carried "on" structure: Ramp Other road , Year Built: 1953, Year Reconstructed: 1998, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 7,370 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 12,480 (year 2040), Design Load: HS 20+Mod, Features Intersected: 87I ENTRY RAMP SB FROM 9, Facility Carried by Structure: 87I EXIT10 RAMP FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Lanes under structure: 1, Owner: State Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 59.9 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $4,681,000, Roadway Improvement Cost: $2,741,000, Total Project Cost: $7,422,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Galvanized Reinforcing
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Structure Number: 5513969, Location: .7 MILE SOUTH OF NYACK (Lat: 41.082358, Lng: -73.923261), Route carried "on" structure: Ramp US , Year Built: 1954, Year Reconstructed: 1997, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 6,740 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 11,413 (year 2040), Design Load: HS 25 or greater, Features Intersected: 87IX SB, RTE I87, Facility Carried by Structure: ROUTE 9W RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 4, Lanes under structure: 8, Owner: State Toll Authority, Approaching Roadway Width: 27.1m (88.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 55.3 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $8,265,000, Roadway Improvement Cost: $4,840,000, Total Project Cost: $13,104,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Galvanized Reinforcing
Structure Number: 5513969, Location: .7 MILE SOUTH OF NYACK (Lat: 41.082358, Lng: -73.923261), Route carried "on" structure: Ramp US , Year Built: 1954, Year Reconstructed: 1997, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 6,740 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 11,413 (year 2040), Design Load: HS 25 or greater, Features Intersected: 87IX SB, RTE I87, Facility Carried by Structure: ROUTE 9W RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 4, Lanes under structure: 8, Owner: State Toll Authority, Approaching Roadway Width: 27.1m (88.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 55.3 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $8,265,000, Roadway Improvement Cost: $4,840,000, Total Project Cost: $13,104,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Galvanized Reinforcing
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Structure Number: 100708, Location: JCT RTE 9W NB+I87 INT 10 (Lat: 41.079800, Lng: -73.921797), Route carried "under" structure: Interstate 87, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 39,828 (year 2000), Features Intersected: 87IX SB, Pedestrian Walk, Facility Carried by Structure: RTE 9W
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 26.645, Lanes on structure: 3, Lanes under structure: 5, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 100708, Location: JCT RTE 9W NB+I87 INT 10 (Lat: 41.079800, Lng: -73.921797), Route carried "under" structure: Interstate 87, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 39,828 (year 2000), Features Intersected: 87IX SB, Pedestrian Walk, Facility Carried by Structure: RTE 9W
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 26.645, Lanes on structure: 3, Lanes under structure: 5, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 100709, Location: JCT S.Franklin Ext./I-87 (Lat: 41.083136, Lng: -73.923989), Route carried "under" structure: Interstate 87, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 133,084 (year 2010), Features Intersected: 87IX, RTE I87, NB RAMP F, Facility Carried by Structure: RTE 9W
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 27.047, Lanes on structure: 2, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 100709, Location: JCT S.Franklin Ext./I-87 (Lat: 41.083136, Lng: -73.923989), Route carried "under" structure: Interstate 87, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 133,084 (year 2010), Features Intersected: 87IX, RTE I87, NB RAMP F, Facility Carried by Structure: RTE 9W
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 27.047, Lanes on structure: 2, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
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Structure Number: 100709, Location: JCT S.Franklin Ext./I-87 (Lat: 41.083136, Lng: -73.923989), Route carried "under" structure: Interstate , Year Built: 1954, Structure Length: 0. m, Features Intersected: 87IX, RTE I87, NB RAMP F, Facility Carried by Structure: RTE 9W
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 27.047, Lanes on structure: 2, Lanes under structure: 1, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 100709, Location: JCT S.Franklin Ext./I-87 (Lat: 41.083136, Lng: -73.923989), Route carried "under" structure: Interstate , Year Built: 1954, Structure Length: 0. m, Features Intersected: 87IX, RTE I87, NB RAMP F, Facility Carried by Structure: RTE 9W
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 27.047, Lanes on structure: 2, Lanes under structure: 1, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
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Structure Number: 551394, Location: 0.9 MI S OF NYACK (Lat: 41.078344, Lng: -73.921192), Route carried "under" structure: Interstate 87, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 74,194 (year 1978), Features Intersected: 87IX SB, RTE I87, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 26.452, Lanes on structure: 2, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 551394, Location: 0.9 MI S OF NYACK (Lat: 41.078344, Lng: -73.921192), Route carried "under" structure: Interstate 87, Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 74,194 (year 1978), Features Intersected: 87IX SB, RTE I87, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 26.452, Lanes on structure: 2, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
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Structure Number: 551395, Location: 0.2 MI. N. OF S. BRDWY (Lat: 41.079953, Lng: -73.922475), Route carried "under" structure: Ramp Interstate , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2021), Features Intersected: 87I ENTRY RAMP SB FROM 9, Facility Carried by Structure: 87I EXIT10 RAMP FR
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 26.693, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 551395, Location: 0.2 MI. N. OF S. BRDWY (Lat: 41.079953, Lng: -73.922475), Route carried "under" structure: Ramp Interstate , Year Built: 1953, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2021), Features Intersected: 87I ENTRY RAMP SB FROM 9, Facility Carried by Structure: 87I EXIT10 RAMP FR
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 26.693, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 5513969, Location: .7 MILE SOUTH OF NYACK (Lat: 41.082358, Lng: -73.923261), Route carried "under" structure: Interstate 87, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2021), Features Intersected: 87IX SB, RTE I87, Facility Carried by Structure: ROUTE 9W RAMP
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 26.951, Lanes on structure: 4, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 5513969, Location: .7 MILE SOUTH OF NYACK (Lat: 41.082358, Lng: -73.923261), Route carried "under" structure: Interstate 87, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2021), Features Intersected: 87IX SB, RTE I87, Facility Carried by Structure: ROUTE 9W RAMP
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 26.951, Lanes on structure: 4, Lanes under structure: 4, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)