Bridge Statistics for Bohemia, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 105ft / 31.8mTotal length
- $58,295,000Total costs
- 401,163Total average daily traffic
- 4,918Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bohemia
- No street view available for this location
- Bridge Condition - Superstructure
- 40.0%Very good
- 60.0%Good
- Bridge Condition - Substructure
- 40.0%Very good
- 60.0%Good
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Structure Number: 107325, Location: 3.6 MI W JCT SH27 & SH454 (Lat: 40.752122, Lng: -73.124581), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 11,707 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 16,390 (year 2039), Design Load: HS 25 or greater, Features Intersected: 27 27 07051170 E.B., RT, Facility Carried by Structure: OAKDLE-BOHEMIA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 54.8m (179.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.75m (35.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $12,857,000, Roadway Improvement Cost: $7,529,000, Total Project Cost: $20,387,000 ( 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: 107325, Location: 3.6 MI W JCT SH27 & SH454 (Lat: 40.752122, Lng: -73.124581), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 11,707 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 16,390 (year 2039), Design Load: HS 25 or greater, Features Intersected: 27 27 07051170 E.B., RT, Facility Carried by Structure: OAKDLE-BOHEMIA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 54.8m (179.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.75m (35.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $12,857,000, Roadway Improvement Cost: $7,529,000, Total Project Cost: $20,387,000 ( 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: 107326, Location: 3.0 MI W JCT RTS 27 & 454 (Lat: 40.754911, Lng: -73.113139), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 5,918 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,322 (year 2040), Design Load: HS 25 or greater, Features Intersected: 27 27 0705 1176 E.B., R, Facility Carried by Structure: LOCUST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.381, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.6m (103.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $7,422,000, Roadway Improvement Cost: $4,347,000, Total Project Cost: $11,769,000 ( 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: 107326, Location: 3.0 MI W JCT RTS 27 & 454 (Lat: 40.754911, Lng: -73.113139), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 5,918 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,322 (year 2040), Design Load: HS 25 or greater, Features Intersected: 27 27 0705 1176 E.B., R, Facility Carried by Structure: LOCUST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.381, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.6m (103.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $7,422,000, Roadway Improvement Cost: $4,347,000, Total Project Cost: $11,769,000 ( 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: 107327, Location: 2.6 MI W JCT RTS 27 & 454 (Lat: 40.757319, Lng: -73.106983), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 1,954 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,417 (year 2040), Design Load: HS 25 or greater, Features Intersected: 27 27 0705 1179, WB, RTE, Facility Carried by Structure: SMITHTOWN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 29.2m (95.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 5.51m (18.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $8,242,000, Roadway Improvement Cost: $4,827,000, Total Project Cost: $13,069,000 ( 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: 107327, Location: 2.6 MI W JCT RTS 27 & 454 (Lat: 40.757319, Lng: -73.106983), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 1,954 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,417 (year 2040), Design Load: HS 25 or greater, Features Intersected: 27 27 0705 1179, WB, RTE, Facility Carried by Structure: SMITHTOWN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 29.2m (95.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 5.51m (18.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $8,242,000, Roadway Improvement Cost: $4,827,000, Total Project Cost: $13,069,000 ( 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: 1073281, Location: 2.1 MI W OF JCT 27 & 454 (Lat: 40.760919, Lng: -73.098092), Route carried "on" structure: State highway 27, Year Built: 1998, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 50,492 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 60,059 (year 2040), Design Load: HS 25 or greater, Features Intersected: LAKELAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.573, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $4,121,000, Roadway Improvement Cost: $2,413,000, Total Project Cost: $6,535,000 ( 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: 1073281, Location: 2.1 MI W OF JCT 27 & 454 (Lat: 40.760919, Lng: -73.098092), Route carried "on" structure: State highway 27, Year Built: 1998, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 50,492 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 60,059 (year 2040), Design Load: HS 25 or greater, Features Intersected: LAKELAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.573, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $4,121,000, Roadway Improvement Cost: $2,413,000, Total Project Cost: $6,535,000 ( 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: 1073282, Location: 2.1 MI W OF JCT 27 & 454 (Lat: 40.760764, Lng: -73.097989), Route carried "on" structure: State highway 27, Year Built: 1998, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 50,492 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 60,059 (year 2040), Design Load: HS 25 or greater, Features Intersected: LAKELAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.573, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $4,121,000, Roadway Improvement Cost: $2,413,000, Total Project Cost: $6,535,000 ( 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: 1073282, Location: 2.1 MI W OF JCT 27 & 454 (Lat: 40.760764, Lng: -73.097989), Route carried "on" structure: State highway 27, Year Built: 1998, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 50,492 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 60,059 (year 2040), Design Load: HS 25 or greater, Features Intersected: LAKELAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.573, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $4,121,000, Roadway Improvement Cost: $2,413,000, Total Project Cost: $6,535,000 ( 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: 107325, Location: 3.6 MI W JCT SH27 & SH454 (Lat: 40.752122, Lng: -73.124581), Route carried "under" structure: State highway 27, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 82,000 (year 1995), Features Intersected: 27 27 07051170 E.B., RT, Facility Carried by Structure: OAKDLE-BOHEMIA RD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 27.353, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.8m (179.8ft)
Structure Number: 107325, Location: 3.6 MI W JCT SH27 & SH454 (Lat: 40.752122, Lng: -73.124581), Route carried "under" structure: State highway 27, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 82,000 (year 1995), Features Intersected: 27 27 07051170 E.B., RT, Facility Carried by Structure: OAKDLE-BOHEMIA RD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 27.353, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.8m (179.8ft)
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Structure Number: 107326, Location: 3.0 MI W JCT RTS 27 & 454 (Lat: 40.754911, Lng: -73.113139), Route carried "under" structure: State highway 27, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 82,000 (year 1995), Features Intersected: 27 27 0705 1176 E.B., R, Facility Carried by Structure: LOCUST AVENUE
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 28.222, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.6m (103.7ft)
Structure Number: 107326, Location: 3.0 MI W JCT RTS 27 & 454 (Lat: 40.754911, Lng: -73.113139), Route carried "under" structure: State highway 27, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 82,000 (year 1995), Features Intersected: 27 27 0705 1176 E.B., R, Facility Carried by Structure: LOCUST AVENUE
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 28.222, Lanes on structure: 6, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.6m (103.7ft)
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Structure Number: 107327, Location: 2.6 MI W JCT RTS 27 & 454 (Lat: 40.757319, Lng: -73.106983), Route carried "under" structure: State highway 27, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 82,000 (year 1995), Features Intersected: 27 27 0705 1179, WB, RTE, Facility Carried by Structure: SMITHTOWN AVENUE
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 28.994, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 107327, Location: 2.6 MI W JCT RTS 27 & 454 (Lat: 40.757319, Lng: -73.106983), Route carried "under" structure: State highway 27, Year Built: 1997, Structure Length: 0. m, Average Daily Traffic: 82,000 (year 1995), Features Intersected: 27 27 0705 1179, WB, RTE, Facility Carried by Structure: SMITHTOWN AVENUE
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 28.994, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 1073281, Location: 2.1 MI W OF JCT 27 & 454 (Lat: 40.760919, Lng: -73.098092), Route carried "under" structure: Business County highway , Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 17,300 (year 1995), Features Intersected: LAKELAND AVENUE, Facility Carried by Structure: RTE 27
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.8m (147.0ft)
Structure Number: 1073281, Location: 2.1 MI W OF JCT 27 & 454 (Lat: 40.760919, Lng: -73.098092), Route carried "under" structure: Business County highway , Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 17,300 (year 1995), Features Intersected: LAKELAND AVENUE, Facility Carried by Structure: RTE 27
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.8m (147.0ft)
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Structure Number: 1073282, Location: 2.1 MI W OF JCT 27 & 454 (Lat: 40.760764, Lng: -73.097989), Route carried "under" structure: Business County highway , Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 17,300 (year 1995), Features Intersected: LAKELAND AVENUE, Facility Carried by Structure: RTE 27
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.8m (147.0ft)
Structure Number: 1073282, Location: 2.1 MI W OF JCT 27 & 454 (Lat: 40.760764, Lng: -73.097989), Route carried "under" structure: Business County highway , Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 17,300 (year 1995), Features Intersected: LAKELAND AVENUE, Facility Carried by Structure: RTE 27
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 44.8m (147.0ft)