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

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Structure Number: 1059411,  Location: 3.8 MI E NYC L-SSP (Lat: 40.683553,  Lng: -73.654825),  Route carried "on" structure: State highway 908M,  Year Built: 1954,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 70,672 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 84,064 (year 2040),  Design Load: HS 20,  Features Intersected: LONG ISLAND RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.549,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 53.1 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: 40.8 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,324,000,  Roadway Improvement Cost: $1,947,000,  Total Project Cost: $5,270,000 ( 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: 1059412,  Location: 3.8 MI E NYC L-SSP (Lat: 40.683425,  Lng: -73.655056),  Route carried "on" structure: State highway 908M,  Year Built: 1928,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 70,672 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 84,064 (year 2040),  Features Intersected: LONG ISLAND RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.549,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,915,000,  Roadway Improvement Cost: $2,293,000,  Total Project Cost: $6,208,000 ( 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: 105943,  Location: 3.9 MI E NYC LINE ON SSP (Lat: 40.683133,  Lng: -73.652853),  Route carried "on" structure: County highway ,  Year Built: 1928,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 7,782 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,453 (year 2040),  Features Intersected: RTE 908M,  Facility Carried by Structure: WOODFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 40.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,573,000,  Roadway Improvement Cost: $921,000,  Total Project Cost: $2,494,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 105944,  Location: 4.4 MI E NYC LINE & SSP (Lat: 40.684733,  Lng: -73.642706),  Route carried "on" structure: Other road ,  Year Built: 1946,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 4,616 (year 1997),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,462 (year 2017),  Design Load: H 20,  Features Intersected: 908M908M03011047_EB Road,  Facility Carried by Structure: EAGLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.6m (80.7ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 4.4m (14.4ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.49m (8.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,391,000,  Roadway Improvement Cost: $1,986,000,  Total Project Cost: $5,377,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1059459,  Location: 4.6 MI E NY CITY LINE - S (Lat: 40.686156,  Lng: -73.641100),  Route carried "on" structure: State highway 908M,  Year Built: 1946,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 151,118 (year 2018),  Average Future Daily Traffic: 179,754 (year 2040),  Design Load: H 20,  Features Intersected: HEMPSTEAD LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.900,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.1 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,752,000,  Roadway Improvement Cost: $1,612,000,  Total Project Cost: $4,364,000 ( Estimate for 2021)

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Structure Number: 1059469,  Location: 5.1 MI E NYC L-SSP (Lat: 40.690025,  Lng: -73.632708),  Route carried "on" structure: County highway ,  Year Built: 1945,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 42,685 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 49,249 (year 2040),  Design Load: H 20,  Features Intersected: RTE 908M,  Facility Carried by Structure: PENINSULA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.762,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.7 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 corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $4,339,000,  Roadway Improvement Cost: $2,541,000,  Total Project Cost: $6,879,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 152021,  Location: 3.9 MI E NYC LINE ON SSP (Lat: 40.683319,  Lng: -73.652819),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 7,782 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,453 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 908M,  Facility Carried by Structure: WOODFIELD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.3 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 corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.79m (5.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,389,000,  Roadway Improvement Cost: $813,000,  Total Project Cost: $2,202,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1520229,  Location: 5.1 MI E NYC L-SSP (Lat: 40.690258,  Lng: -73.632769),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 42,685 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 49,249 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 908M,  Facility Carried by Structure: PENINSULA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.762,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 86.9 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: Equal to present minimum criteria,  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: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $4,578,000,  Roadway Improvement Cost: $2,681,000,  Total Project Cost: $7,259,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 330004,  Location: 2.1 MI SW OF HEMPSTEAD (Lat: 40.687056,  Lng: -73.660544),  Route carried "on" structure: Other road ,  Year Built: 1932,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 12,550 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,245 (year 2040),  Features Intersected: PINES BROOK,  Facility Carried by Structure: HEMPSTEAD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.652,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 37.9m (124.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $1,097,000,  Roadway Improvement Cost: $642,000,  Total Project Cost: $1,739,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10594,  Location: 3.3 MI E NYC LINE ON SSP (Lat: 40.682253,  Lng: -73.663406),  Route carried "under" structure: State highway 908M,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 198,681 (year 2002),  Features Intersected: RTE 908M,  Facility Carried by Structure: HEMPSTEAD AVENUE
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 5.792,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 105943,  Location: 3.9 MI E NYC LINE ON SSP (Lat: 40.683133,  Lng: -73.652853),  Route carried "under" structure: State highway 908M,  Year Built: 1928,  Structure Length: 0. m,  Average Daily Traffic: 198,681 (year 2002),  Features Intersected: RTE 908M,  Facility Carried by Structure: WOODFIELD ROAD
Minimum Vertical Clearance: 4.04m (13.25ft),  Kilometerpoint: 6.710,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 105944,  Location: 4.4 MI E NYC LINE & SSP (Lat: 40.684733,  Lng: -73.642706),  Route carried "under" structure: State highway 908M,  Year Built: 1946,  Structure Length: 0. m,  Average Daily Traffic: 174,521 (year 2002),  Features Intersected: 908M908M03011047_EB Road,  Facility Carried by Structure: EAGLE AVENUE
Minimum Vertical Clearance: 3.99m (13.09ft),  Kilometerpoint: 7.675,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 24.6m (80.7ft)

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Structure Number: 1059469,  Location: 5.1 MI E NYC L-SSP (Lat: 40.690025,  Lng: -73.632708),  Route carried "under" structure: State highway 908M,  Year Built: 1945,  Structure Length: 0. m,  Average Daily Traffic: 170,636 (year 2002),  Features Intersected: RTE 908M,  Facility Carried by Structure: PENINSULA BLVD
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 8.721,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 15202,  Location: 3.3 MI E NYC LINE ON SSP (Lat: 40.682525,  Lng: -73.663331),  Route carried "under" structure: State highway 908M,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 198,681 (year 2002),  Features Intersected: RTE 908M,  Facility Carried by Structure: HEMPSTEAD AVENUE
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 5.792,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 152021,  Location: 3.9 MI E NYC LINE ON SSP (Lat: 40.683319,  Lng: -73.652819),  Route carried "under" structure: State highway 908M,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 198,681 (year 2002),  Features Intersected: RTE 908M,  Facility Carried by Structure: WOODFIELD AVENUE
Minimum Vertical Clearance: 3.86m (12.66ft),  Kilometerpoint: 6.710,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 1520229,  Location: 5.1 MI E NYC L-SSP (Lat: 40.690258,  Lng: -73.632769),  Route carried "under" structure: State highway 908M,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 170,636 (year 2002),  Features Intersected: RTE 908M,  Facility Carried by Structure: PENINSULA BLVD
Minimum Vertical Clearance: 4.09m (13.42ft),  Kilometerpoint: 8.721,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 20.1m (65.9ft)