Bridge Statistics for Merrick, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1056779,  Location: NEAR EAST BAY IN NASSAU (Lat: 40.609289,  Lng: -73.552208),  Route carried "on" structure: State highway 908C,  Year Built: 1999,  Status: Open,  Structure Length: 20.33m (66.70ft),  Average Daily Traffic: 24,193 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,777 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SWIFT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.765,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 17.6m (57.7ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.33m (66.70ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: April 2017,  Bridge Improvement Cost: $12,438,000,  Roadway Improvement Cost: $7,284,000,  Total Project Cost: $19,722,000 ( 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: 1059129,  Location: NEAR EAST BAY IN NASSAU (Lat: 40.600914,  Lng: -73.543542),  Route carried "on" structure: State highway 908E,  Year Built: 1934,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 45.14m (148.10ft),  Average Daily Traffic: 15,968 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,993 (year 2040),  Design Load: HS 20,  Features Intersected: SLOOP CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 22.8m (74.8ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 43,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum 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: 45.14m (148.10ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Underwater Inspection Date: Febuary 2018,  Bridge Improvement Cost: $99,456,000,  Roadway Improvement Cost: $58,241,000,  Total Project Cost: $157,697,000 ( 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: 1059139,  Location: NEAR EAST BAY IN NASSAU (Lat: 40.610667,  Lng: -73.548775),  Route carried "on" structure: State highway 908C,  Year Built: 1935,  Status: Open,  Structure Length: 2.59m (8.50ft),  Truck Traffic: 2%,  Design Load: H 20,  Features Intersected: 908E908E03011010, RTE 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $4,451,000,  Roadway Improvement Cost: $2,606,000,  Total Project Cost: $7,057,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1059149,  Location: NEAR EAST BAY IN NASSAU (Lat: 40.615175,  Lng: -73.553769),  Route carried "on" structure: State highway 908E,  Year Built: 1987,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 15.64m (51.31ft),  Average Daily Traffic: 30,639 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,445 (year 2040),  Design Load: HS 20,  Features Intersected: FUNDY CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.301,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.2m (13.8ft), Horizontal Clearance: 8.8m (28.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.63m (51.28ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2020,  Underwater Inspection Date: May 2017,  Bridge Improvement Cost: $10,422,000,  Roadway Improvement Cost: $6,103,000,  Total Project Cost: $16,526,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1059159,  Location: AT FREEPORT-S OF SSP (Lat: 40.629933,  Lng: -73.562603),  Route carried "on" structure: State highway 908E,  Year Built: 1934,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 30,639 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 36,445 (year 2040),  Design Load: HS 20,  Features Intersected: FALSE CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.199,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.6m (11.8ft), Horizontal Clearance: 8.5m (27.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $2,712,000,  Roadway Improvement Cost: $1,588,000,  Total Project Cost: $4,301,000 ( 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: 1059199,  Location: AT FREEPORT-S OF SSP (Lat: 40.662628,  Lng: -73.568339),  Route carried "on" structure: State highway 908E,  Year Built: 1935,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 71,723 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 85,314 (year 2040),  Design Load: H 20,  Features Intersected: EAST MEADOW POND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.916,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 36.7m (120.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.8 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: Better than present minimum 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: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,837,000,  Roadway Improvement Cost: $1,661,000,  Total Project Cost: $4,498,000 ( Estimate for 2021)

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Structure Number: 10592,  Location: AT FREEPORT-S OF SSP (Lat: 40.665200,  Lng: -73.568247),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 8,975 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,902 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 908E,  Facility Carried by Structure: BABYLON TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.397,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 86.5 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $3,075,000,  Roadway Improvement Cost: $1,801,000,  Total Project Cost: $4,876,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105921,  Location: AT FREEPORT-S OF SSP (Lat: 40.680017,  Lng: -73.571925),  Route carried "on" structure: Other road ,  Year Built: 1963,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 5,892 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,290 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 908E,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.480,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.7 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $2,082,000,  Roadway Improvement Cost: $1,219,000,  Total Project Cost: $3,301,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 152036,  Location: AT FREEPORT-S OF SSP (Lat: 40.665225,  Lng: -73.568561),  Route carried "on" structure: County highway ,  Year Built: 1935,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 8,975 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,902 (year 2040),  Design Load: H 20,  Features Intersected: RTE 908E,  Facility Carried by Structure: BABYLON TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.349,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $2,880,000,  Roadway Improvement Cost: $1,686,000,  Total Project Cost: $4,566,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 152037,  Location: AT FREEPORT-S OF SSP (Lat: 40.679975,  Lng: -73.572250),  Route carried "on" structure: Other road ,  Year Built: 1935,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 5,892 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,290 (year 2040),  Design Load: H 20,  Features Intersected: RTE 908E,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $2,082,000,  Roadway Improvement Cost: $1,219,000,  Total Project Cost: $3,301,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1059139,  Location: NEAR EAST BAY IN NASSAU (Lat: 40.610667,  Lng: -73.548775),  Route carried "under" structure: State highway 908E,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 21,132 (year 2002),  Features Intersected: 908E908E03011010, RTE 90,  Facility Carried by Structure: RTE 908C
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 1.577,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 10592,  Location: AT FREEPORT-S OF SSP (Lat: 40.665200,  Lng: -73.568247),  Route carried "under" structure: State highway 908E,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 91,472 (year 2002),  Features Intersected: RTE 908E,  Facility Carried by Structure: BABYLON TURNPIKE
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 8.093,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 105921,  Location: AT FREEPORT-S OF SSP (Lat: 40.680017,  Lng: -73.571925),  Route carried "under" structure: State highway 908E,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 91,377 (year 2002),  Features Intersected: RTE 908E,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 9.751,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 152036,  Location: AT FREEPORT-S OF SSP (Lat: 40.665225,  Lng: -73.568561),  Route carried "under" structure: State highway 908E,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 91,472 (year 2002),  Features Intersected: RTE 908E,  Facility Carried by Structure: BABYLON TURNPIKE
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 8.093,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 152037,  Location: AT FREEPORT-S OF SSP (Lat: 40.679975,  Lng: -73.572250),  Route carried "under" structure: State highway 908E,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 91,377 (year 2002),  Features Intersected: RTE 908E,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 9.751,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 770038,  Location: 0.6 MI WEST OF MERRICK (Lat: 40.661328,  Lng: -73.561536),  Route carried "under" structure: County highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 15,600 (year 1976),  Features Intersected: BABYLON TURNPIKE,  Facility Carried by Structure: LIRR MERRICK
Minimum Vertical Clearance: 3.93m (12.89ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 7700392,  Location: AT MERRICK (Lat: 40.664072,  Lng: -73.549636),  Route carried "under" structure: County highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 1976),  Features Intersected: MERRICK AVE, HEWLETT AVE,  Facility Carried by Structure: LIRR MERRICK V EB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)