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

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Structure Number: 1053249,  Location: .7 MI S JCT RTS 105+135 (Lat: 40.680472,  Lng: -73.495228),  Route carried "on" structure: State highway 135,  Year Built: 1970,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 47,069 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 55,988 (year 2040),  Design Load: HS 20,  Features Intersected: DEMOTT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 32.1m (105.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $4,940,000,  Roadway Improvement Cost: $2,893,000,  Total Project Cost: $7,833,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1058499,  Location: Jones Beach (Lat: 40.614389,  Lng: -73.500689),  Route carried "on" structure: State highway 908,  Year Built: 2008,  Status: Open,  Structure Length: 21.52m (70.60ft),  Average Daily Traffic: 14,296 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,005 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Sloop Channel
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 2.204,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 15.2m (49.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 78.0 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.51m (70.57ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $65,558,000,  Roadway Improvement Cost: $38,391,000,  Total Project Cost: $103,948,000 ( 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: 1058509,  Location: WSP NEAR EAST BAY-NASSAU (Lat: 40.622869,  Lng: -73.501239),  Route carried "on" structure: State highway 908T,  Year Built: 1930,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 16.86m (55.31ft),  Average Daily Traffic: 14,296 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,005 (year 2040),  Design Load: HS 20,  Features Intersected: GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.331,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 23.1m (75.8ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: 16.85m (55.28ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $11,091,000,  Roadway Improvement Cost: $6,495,000,  Total Project Cost: $17,586,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1058519,  Location: 4.1 MI S JCT RTS SSP &WSP (Lat: 40.640094,  Lng: -73.507211),  Route carried "on" structure: State highway 908T,  Year Built: 1996,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 14,296 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,005 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SEAMANS ISLAND CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.294,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.6m (11.8ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 27.9m (91.5ft)

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: 40.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.62m (11.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $4,054,000,  Roadway Improvement Cost: $2,374,000,  Total Project Cost: $6,428,000 ( 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: 1058529,  Location: 2.4 MI S JCT RTS SSP+WSP (Lat: 40.664161,  Lng: -73.512053),  Route carried "on" structure: State highway 908T,  Year Built: 1931,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 18,453 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,949 (year 2040),  Design Load: H 20,  Features Intersected: MERRICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.077,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.13m (10.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $6,508,000,  Roadway Improvement Cost: $3,811,000,  Total Project Cost: $10,320,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 105853,  Location: 1.7 MI S JCT SSP & WSP (Lat: 40.674347,  Lng: -73.513439),  Route carried "on" structure: Other road ,  Year Built: 1931,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 5,367 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,640 (year 2040),  Features Intersected: RTE 908T,  Facility Carried by Structure: PARK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  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: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Superstructure: Good,  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: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,828,000,  Roadway Improvement Cost: $1,070,000,  Total Project Cost: $2,898,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1060789,  Location: 1.9 MI S JCT RTS SSP&WSP (Lat: 40.671289,  Lng: -73.514336),  Route carried "on" structure: State highway 27,  Year Built: 1928,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 41,004 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 47,310 (year 2040),  Features Intersected: 908T 908T03011057 NB, RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.568,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.5m (96.8ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Superstructure: Fair,  Substructure: Good,  Operating Rating: 59.0 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $7,469,000,  Roadway Improvement Cost: $4,374,000,  Total Project Cost: $11,842,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 152038,  Location: 1.7 MI S JCT SSP & WSP (Lat: 40.674481,  Lng: -73.513775),  Route carried "on" structure: Other road ,  Year Built: 1965,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 5,367 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,640 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 908T,  Facility Carried by Structure: PARK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  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: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Superstructure: Very good,  Substructure: Good,  Operating Rating: 85.6 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: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,729,000,  Roadway Improvement Cost: $1,012,000,  Total Project Cost: $2,741,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 22616,  Location: AT WANTAGH (Lat: 40.674758,  Lng: -73.514567),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,367 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,640 (year 2040),  Features Intersected: MILL POND,  Facility Carried by Structure: PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2020,  Underwater Inspection Date: July 2021,  Bridge Improvement Cost: $711,000,  Roadway Improvement Cost: $416,000,  Total Project Cost: $1,127,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1053249,  Location: .7 MI S JCT RTS 105+135 (Lat: 40.680472,  Lng: -73.495228),  Route carried "under" structure: Other road ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 3,200 (year 2021),  Features Intersected: DEMOTT AVE,  Facility Carried by Structure: RTE 135
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 1058529,  Location: 2.4 MI S JCT RTS SSP+WSP (Lat: 40.664161,  Lng: -73.512053),  Route carried "under" structure: County highway ,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 17,500 (year 1976),  Features Intersected: MERRICK ROAD,  Facility Carried by Structure: RTE 908T
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 31.0m (101.7ft)

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Structure Number: 105853,  Location: 1.7 MI S JCT SSP & WSP (Lat: 40.674347,  Lng: -73.513439),  Route carried "under" structure: State highway 908T,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 18,593 (year 2002),  Features Intersected: RTE 908T,  Facility Carried by Structure: PARK AVENUE
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 9.155,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 105854,  Location: .8 MI S JCT SSP & WSP (Lat: 40.688144,  Lng: -73.514383),  Route carried "under" structure: Other road 908T,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 31,155 (year 2002),  Features Intersected: 908T908T03011069, RTE 90,  Facility Carried by Structure: PED BR SO OF SSP
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 10.668,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 105854,  Location: .8 MI S JCT SSP & WSP (Lat: 40.688144,  Lng: -73.514383),  Route carried "under" structure: Other road ,  Year Built: 1971,  Structure Length: 0. m,  Features Intersected: 908T908T03011069, RTE 90,  Facility Carried by Structure: PED BR SO OF SSP
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 10.668,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 1060789,  Location: 1.9 MI S JCT RTS SSP&WSP (Lat: 40.671289,  Lng: -73.514336),  Route carried "under" structure: State highway 908T,  Year Built: 1928,  Structure Length: 0. m,  Average Daily Traffic: 18,593 (year 2002),  Features Intersected: 908T 908T03011057 NB, RT,  Facility Carried by Structure: RTE 27
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 8.850,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 152038,  Location: 1.7 MI S JCT SSP & WSP (Lat: 40.674481,  Lng: -73.513775),  Route carried "under" structure: State highway 908T,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 18,593 (year 2002),  Features Intersected: RTE 908T,  Facility Carried by Structure: PARK AVENUE
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 9.155,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 705608,  Location: 1.1 MI S JCT RTS 105+135 (Lat: 40.675244,  Lng: -73.493778),  Route carried "under" structure: State highway 135,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 45,585 (year 2002),  Features Intersected: RTE 135, SEAMANS NECK RD,  Facility Carried by Structure: LONG ISLAND
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 1.416,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 705608,  Location: 1.1 MI S JCT RTS 105+135 (Lat: 40.675244,  Lng: -73.493778),  Route carried "under" structure: Other road ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: RTE 135, SEAMANS NECK RD,  Facility Carried by Structure: LONG ISLAND
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.000,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 705678,  Location: 1.9 MI S JCT RTS SSP&WSP (Lat: 40.672167,  Lng: -73.514058),  Route carried "under" structure: Other road 908T,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 18,593 (year 2002),  Features Intersected: RTE 908T,  Facility Carried by Structure: LONG ISLAND-MONTK
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 9.026,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 770043,  Location: 0.1 MI NW JCT RTS 27& WSP (Lat: 40.671819,  Lng: -73.515589),  Route carried "under" structure: Ramp State highway 908T,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: RTE 908T,  Facility Carried by Structure: LIRR (BELLMORE)
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 770993,  Location: AT WANTAGH (Lat: 40.672828,  Lng: -73.510236),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 16,500 (year 1977),  Features Intersected: WANTAGH AVE,  Facility Carried by Structure: LIRR MONTAUK BR
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 0.000,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 770994,  Location: 0.4 MI EAST OF WANTAGH (Lat: 40.673953,  Lng: -73.502631),  Route carried "under" structure: Other road ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2021),  Features Intersected: OAKLAND AVE,  Facility Carried by Structure: LIRR MONTAUK BR
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.1m (65.9ft)