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

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Structure Number: 10377,  Location: JCT. RTE.131 & GRASSE R. (Lat: 44.953561,  Lng: -74.839075),  Route carried "on" structure: State highway 131,  Year Built: 1956,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 18.75m (61.52ft),  Average Daily Traffic: 2,121 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,576 (year 2040),  Design Load: HS 20,  Features Intersected: GRASSE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.726,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 49.7m (163.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.74m (61.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: August 2017,  Bridge Improvement Cost: $3,903,000,  Roadway Improvement Cost: $2,286,000,  Total Project Cost: $6,189,000 ( 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: 1049049,  Location: I495 - 4.1 MI NE QNS CL (Lat: 40.784800,  Lng: -73.648903),  Route carried "on" structure: Interstate 495,  Year Built: 2006,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 175,260 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 184,023 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WILLIS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.870,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.9m (130.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 40.0m (131.2ft),  Out-to-Out Width: 41.8m (137.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Inventory Rating: 70.8 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 desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $7,526,000,  Roadway Improvement Cost: $4,407,000,  Total Project Cost: $11,933,000 ( 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: 1056629,  Location: AT EAST MEADOW-N OF SSP (Lat: 40.717892,  Lng: -73.580664),  Route carried "on" structure: Other road 908E,  Year Built: 1955,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 107,132 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 127,433 (year 2040),  Design Load: HS 20,  Features Intersected: EAST MEADOW BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.127,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Good,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,971,000,  Roadway Improvement Cost: $1,154,000,  Total Project Cost: $3,125,000 ( Estimate for 2021)

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Structure Number: 1057399,  Location: RTE 25B+NSP WB (Lat: 40.759933,  Lng: -73.623453),  Route carried "on" structure: Alternate State highway 25B,  Year Built: 1958,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 11,438 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,197 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 908G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.047,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $4,039,000,  Roadway Improvement Cost: $2,365,000,  Total Project Cost: $6,404,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1058059,  Location: NSP-3.7 MI NE QNS CL (Lat: 40.781800,  Lng: -73.649500),  Route carried "on" structure: State highway 908G,  Year Built: 1968,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 122,461 (year 2018),  Average Future Daily Traffic: 145,667 (year 2040),  Design Load: HS 20,  Features Intersected: WILLIS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.098,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 4.4m (14.4ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 33.1m (108.6ft),  Out-to-Out Width: 40.1m (131.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $7,693,000,  Roadway Improvement Cost: $4,505,000,  Total Project Cost: $12,198,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10586,  Location: 1.3 MI SE JCT NSP & WSP (Lat: 40.756489,  Lng: -73.550558),  Route carried "on" structure: County highway ,  Year Built: 1938,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 36,297 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 44,093 (year 2040),  Design Load: H 20,  Features Intersected: 908T 908T03011120 NB, RT,  Facility Carried by Structure: OLD COUNTRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.721,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.7 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: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,975,000,  Roadway Improvement Cost: $2,328,000,  Total Project Cost: $6,303,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1058619,  Location: 1 MI SE JCT NSP + WSP (Lat: 40.761128,  Lng: -73.553631),  Route carried "on" structure: State highway 908T,  Year Built: 1938,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 63,133 (year 2019),  Average Future Daily Traffic: 75,096 (year 2040),  Design Load: H 20,  Features Intersected: LONG ISLAND- M.L.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.903,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.3 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 corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,426,000,  Roadway Improvement Cost: $2,006,000,  Total Project Cost: $5,432,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105862,  Location: .8 MI SE JCT NSP & WSP (Lat: 40.763433,  Lng: -73.555564),  Route carried "on" structure: County highway ,  Year Built: 1938,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 9,078 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,027 (year 2040),  Design Load: H 20,  Features Intersected: 908T908T03011126 SB, RTE,  Facility Carried by Structure: PROSPECT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.9 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: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,253,000,  Roadway Improvement Cost: $1,905,000,  Total Project Cost: $5,159,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 105929,  Location: AT EAST MEADOW-N OF SSP (Lat: 40.743625,  Lng: -73.611717),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 43,457 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 52,791 (year 2040),  Design Load: HS 20,  Features Intersected: 908E 908E03011117, N/B,,  Facility Carried by Structure: OLD COUNTRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.347,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 79.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.56m (11.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $5,982,000,  Roadway Improvement Cost: $3,503,000,  Total Project Cost: $9,485,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1059309,  Location: AT EAST MEADOW-N OF SSP (Lat: 40.748983,  Lng: -73.615242),  Route carried "on" structure: State highway 908E,  Year Built: 1956,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 79,573 (year 2020),  Average Future Daily Traffic: 94,652 (year 2040),  Design Load: HS 20,  Features Intersected: WESTBURY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.565,  Lanes on structure: 7,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.3m (115.8ft),  Curb-To-Curb Width: 35.6m (116.8ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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 desirable criteria,  Length Of Structure Improvement: 3.65m (11.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $10,502,000,  Roadway Improvement Cost: $6,150,000,  Total Project Cost: $16,652,000 ( 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: 15237,  Location: .4M SE RTE 25 & NSP (Lat: 40.754500,  Lng: -73.616367),  Route carried "on" structure: Ramp Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 5.06m (16.60ft),  Truck Traffic: 3%,  Design Load: HS 20,  Features Intersected: MSP N/B TO NSP W/B,  Facility Carried by Structure: NSP W/B TO MSP S/B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.3m (161.7ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $3,721,000,  Roadway Improvement Cost: $2,179,000,  Total Project Cost: $5,900,000 ( 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: 220003,  Location: NW OF PORT WASHINGTON (Lat: 40.845433,  Lng: -73.710881),  Route carried "on" structure: Other road ,  Year Built: 1911,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,989 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,631 (year 2040),  Features Intersected: MAINT FACILITY,  Facility Carried by Structure: SANDS POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $927,000,  Roadway Improvement Cost: $543,000,  Total Project Cost: $1,470,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226105,  Location: 0.8 MI EAST OF WESTBURY (Lat: 40.756250,  Lng: -73.574081),  Route carried "on" structure: Other road ,  Year Built: 1988,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 9,393 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 11,621 (year 2040),  Design Load: HS 20,  Features Intersected: LIRR MAIN LINE,  Facility Carried by Structure: GRAND BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 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: 44.4 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,191,000,  Roadway Improvement Cost: $1,868,000,  Total Project Cost: $5,059,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22612,  Location: 0.2 MI SW OF MANHASSET ST (Lat: 40.795342,  Lng: -73.702325),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 1,166 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,442 (year 2040),  Design Load: HS 20,  Features Intersected: LONG ISLAND-PW BR,  Facility Carried by Structure: MANHASSET AVENUE
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: Local Agency,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,107,000,  Roadway Improvement Cost: $648,000,  Total Project Cost: $1,755,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 226121,  Location: .5 MILE NE OF MANHASSET (Lat: 40.801581,  Lng: -73.694794),  Route carried "on" structure: Other road ,  Year Built: 1898,  Status: Posted for load,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 1,047 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,466 (year 2037),  Design Load: H 20,  Features Intersected: LONG ISLAND-PT WS,  Facility Carried by Structure: BRIDGE ROAD
Minimum Vertical Clearance: 2.59m (8.50ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 14.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $850,000,  Roadway Improvement Cost: $498,000,  Total Project Cost: $1,348,000 ( Estimate for 2021),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 336458,  Location: IN MANHASSET (Lat: 40.796964,  Lng: -73.699458),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Posted for load,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 12,649 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,366 (year 2040),  Design Load: HS 20,  Features Intersected: LIRR -Port Wash. Br.,  Facility Carried by Structure: PLANDOME ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.37m (7.78ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,968,000,  Roadway Improvement Cost: $1,153,000,  Total Project Cost: $3,121,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336459,  Location: .4 MI S OF PT WASHINGTON (Lat: 40.825169,  Lng: -73.686283),  Route carried "on" structure: Other road ,  Year Built: 1925,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 8,360 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,704 (year 2037),  Design Load: HS 20,  Features Intersected: LONG ISLAND-PT WS,  Facility Carried by Structure: WILLOWDALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 18.8 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: 14.3 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: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.45m (17.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,826,000,  Roadway Improvement Cost: $1,655,000,  Total Project Cost: $4,481,000 ( 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: 337024,  Location: .1Mi W of MeadowBrookPkwy (Lat: 40.728889,  Lng: -73.583294),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 17,064 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,729 (year 2040),  Features Intersected: East Meadow Brook,  Facility Carried by Structure: Charles Lindbergh
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 10,  Owner: County Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,074,000,  Roadway Improvement Cost: $629,000,  Total Project Cost: $1,703,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10378,  Location: .3 MI S JCT RTS 135 & SSP (Lat: 40.696803,  Lng: -73.492414),  Route carried "under" structure: State highway 135,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 48,549 (year 2002),  Features Intersected: 135 135 03011033, RTE 13,  Facility Carried by Structure: PED BR S OF SSP
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.878,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 1049049,  Location: I495 - 4.1 MI NE QNS CL (Lat: 40.784800,  Lng: -73.648903),  Route carried "under" structure: Other road ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 1976),  Features Intersected: WILLIS AVENUE,  Facility Carried by Structure: RTE I495
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 1057399,  Location: RTE 25B+NSP WB (Lat: 40.759933,  Lng: -73.623453),  Route carried "under" structure: State highway 908G,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 167,824 (year 2002),  Features Intersected: RTE 908G,  Facility Carried by Structure: RTE 25B
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 10.362,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1058059,  Location: NSP-3.7 MI NE QNS CL (Lat: 40.781800,  Lng: -73.649500),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 1976),  Features Intersected: WILLIS AVENUE,  Facility Carried by Structure: RTE 908G
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 10586,  Location: 1.3 MI SE JCT NSP & WSP (Lat: 40.756489,  Lng: -73.550558),  Route carried "under" structure: State highway 908T,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 63,859 (year 2002),  Features Intersected: 908T 908T03011120 NB, RT,  Facility Carried by Structure: OLD COUNTRY ROAD
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 19.051,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 105862,  Location: .8 MI SE JCT NSP & WSP (Lat: 40.763433,  Lng: -73.555564),  Route carried "under" structure: Other road 908T,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 60,671 (year 2002),  Features Intersected: 908T908T03011126 SB, RTE,  Facility Carried by Structure: PROSPECT AVENUE
Minimum Vertical Clearance: 4.21m (13.81ft),  Kilometerpoint: 19.968,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 105929,  Location: AT EAST MEADOW-N OF SSP (Lat: 40.743625,  Lng: -73.611717),  Route carried "under" structure: State highway 908E,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 136,583 (year 2002),  Features Intersected: 908E 908E03011117, N/B,,  Facility Carried by Structure: OLD COUNTRY ROAD
Minimum Vertical Clearance: 3.86m (12.66ft),  Kilometerpoint: 18.793,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 1059309,  Location: AT EAST MEADOW-N OF SSP (Lat: 40.748983,  Lng: -73.615242),  Route carried "under" structure: County highway ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 1976),  Features Intersected: WESTBURY AVENUE,  Facility Carried by Structure: RTE 908E
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.3m (115.8ft)

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Structure Number: 15237,  Location: .4M SE RTE 25 & NSP (Lat: 40.754500,  Lng: -73.616367),  Route carried "under" structure: Other road ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 40,918 (year 2005),  Features Intersected: MSP N/B TO NSP W/B,  Facility Carried by Structure: NSP W/B TO MSP S/B
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.3m (161.7ft)

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Structure Number: 1523711,  Location: 0.4MI E RTS 25 & NSP (Lat: 40.755828,  Lng: -73.615533),  Route carried "under" structure: State highway ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 75,700 (year 1980),  Features Intersected: 908G 908G03011070,  Facility Carried by Structure: RTE 908G
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 11.263,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.5m (169.0ft)

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Structure Number: 704905,  Location: RTE 495-4.4 MI NE QNS CL (Lat: 40.784822,  Lng: -73.643281),  Route carried "under" structure: Interstate 495,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 222,948 (year 2002),  Features Intersected: RTE I495,  Facility Carried by Structure: LONG ISLAND RR
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 7.385,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 22.0m (72.2ft)

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Structure Number: 70566,  Location: NSP-4.0 MI NE QNS CL (Lat: 40.781483,  Lng: -73.643231),  Route carried "under" structure: Other road 908G,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 140,921 (year 2002),  Features Intersected: RTE 908G,  Facility Carried by Structure: LIRR-OYS BAY BRCH
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 6.726,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 705665,  Location: AT EAST MEADOW-N OF SSP (Lat: 40.746869,  Lng: -73.613386),  Route carried "under" structure: Other road 908E,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 126,952 (year 2002),  Features Intersected: RTE 908E,  Facility Carried by Structure: LIRR-HEMPSTD BRCH
Minimum Vertical Clearance: 3.81m (12.50ft),  Kilometerpoint: 17.812,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 705666,  Location: AT EAST MEADOW-N OF SSP (Lat: 40.746939,  Lng: -73.613244),  Route carried "under" structure: Other road 908E,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 136,409 (year 2002),  Features Intersected: RTE 908E,  Facility Carried by Structure: LIRR-HEMPSTD BRCH
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 19.179,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 70576,  Location: NSP-4.0 MI NE QNS CL (Lat: 40.781289,  Lng: -73.643217),  Route carried "under" structure: Other road 908G,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 140,921 (year 2002),  Features Intersected: RTE 908G,  Facility Carried by Structure: LIRR-OYS BAY BRCH
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 6.726,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 770916,  Location: 1.2 MI EAST OF MINEOLA (Lat: 40.746017,  Lng: -73.617144),  Route carried "under" structure: County highway ,  Year Built: 1942,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 1977),  Features Intersected: GLEN COVE RD,  Facility Carried by Structure: LIRR MAIN LINE
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 770917,  Location: 1.0 MI WEST OF WESTBURY (Lat: 40.748742,  Lng: -73.605681),  Route carried "under" structure: Other road ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2021),  Features Intersected: CHERRY LANE,  Facility Carried by Structure: LIRR MAIN LINE
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.3m (56.8ft)