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

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Structure Number: 1049381,  Location: 3.2 MI E JCT RTS 231+495 (Lat: 40.804722,  Lng: -73.281053),  Route carried "on" structure: State highway 908K,  Year Built: 1964,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 41,779 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 49,695 (year 2040),  Design Load: H 20,  Features Intersected: Long Island Expressway E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.854,  Lanes on structure: 3,  Lanes under structure: 20,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.8 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: 41.1 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.00m (39.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $5,967,000,  Roadway Improvement Cost: $3,494,000,  Total Project Cost: $9,461,000 ( 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: 1049382,  Location: 3.2 MI E JCT RTS 231+495 (Lat: 40.804717,  Lng: -73.280731),  Route carried "on" structure: State highway 908K,  Year Built: 1964,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 41,779 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 49,695 (year 2040),  Design Load: H 20,  Features Intersected: Long Island Expwy Servic
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.854,  Lanes on structure: 3,  Lanes under structure: 19,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 11.88m (38.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $5,878,000,  Roadway Improvement Cost: $3,442,000,  Total Project Cost: $9,320,000 ( 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: 1049391,  Location: 3.8 MI E JCT RTS 231&495 (Lat: 40.805003,  Lng: -73.269208),  Route carried "on" structure: ServiceState highway 906B,  Year Built: 1993,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 12,177 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,050 (year 2040),  Design Load: HS 20,  Features Intersected: WICKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.270,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 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-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.52m (8.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,900,000,  Roadway Improvement Cost: $1,698,000,  Total Project Cost: $4,598,000 ( 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: 1049392,  Location: 3.8 MI E JCT RTS 231+495 (Lat: 40.804844,  Lng: -73.269175),  Route carried "on" structure: Interstate 495,  Year Built: 1964,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 50,893 (year 2002),  Truck Traffic: 13%,  Design Load: HS 20+Mod,  Features Intersected: WICKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.334,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,502,000,  Roadway Improvement Cost: $2,051,000,  Total Project Cost: $5,552,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1049393,  Location: 3.8 MI E JCT RTS 231+495 (Lat: 40.804581,  Lng: -73.269117),  Route carried "on" structure: Interstate 495,  Year Built: 1964,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 110,701 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 116,236 (year 2040),  Design Load: H 20,  Features Intersected: WICKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.334,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,502,000,  Roadway Improvement Cost: $2,051,000,  Total Project Cost: $5,552,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1049394,  Location: 3.8 MI E JCT RTS 231&495I (Lat: 40.804433,  Lng: -73.269086),  Route carried "on" structure: ServiceState highway 906A,  Year Built: 1991,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 15,362 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,724 (year 2040),  Design Load: HS 20,  Features Intersected: WICKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.446,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.6 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: 46.7 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,207,000,  Roadway Improvement Cost: $1,292,000,  Total Project Cost: $3,499,000 ( 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: 104941,  Location: 2.5 MI W JCT SH454 & I495 (Lat: 40.806831,  Lng: -73.234456),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 19,738 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,977 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 495I 495I 0703 1114, W/B,  Facility Carried by Structure: LNG IS MOTOR PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.985,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.9 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: 46.3 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: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.88m (22.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $11,200,000,  Roadway Improvement Cost: $6,559,000,  Total Project Cost: $17,758,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1058949,  Location: 4.9 MI S JCT SH454 & SH25 (Lat: 40.772592,  Lng: -73.279944),  Route carried "on" structure: City street 908K,  Year Built: 1952,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 83,557 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 99,391 (year 2040),  Features Intersected: LONG ISLAND-MAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.298,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: Railroad,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,841,000,  Roadway Improvement Cost: $2,249,000,  Total Project Cost: $6,090,000 ( 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: 105895,  Location: 3.5 MI S JCT RTS 454+25 (Lat: 40.792433,  Lng: -73.278531),  Route carried "on" structure: Other road ,  Year Built: 1951,  Status: Open,  Structure Length: 2.47m (8.10ft),  Truck Traffic: 6%,  Features Intersected: 908K908K07011031, RTE 90,  Facility Carried by Structure: HOSPITAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.46m (8.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,709,000,  Roadway Improvement Cost: $1,001,000,  Total Project Cost: $2,710,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105896,  Location: 3.1 MI S JCT RTS 454+25 (Lat: 40.797611,  Lng: -73.278742),  Route carried "on" structure: County highway ,  Year Built: 1951,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 16,637 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,210 (year 2040),  Features Intersected: 908k908k07011035, RTE 90,  Facility Carried by Structure: CROOKED HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.557,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.54m (18.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $6,706,000,  Roadway Improvement Cost: $3,927,000,  Total Project Cost: $10,633,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1059909,  Location: 1 MI W JCT SH 111 & HSP (Lat: 40.754761,  Lng: -73.228100),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 9,674 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,751 (year 2040),  Features Intersected: 908M908M07021118, W/B, R,  Facility Carried by Structure: COMMACK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.623,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.9 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: Equal to present desirable 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: 4.29m (14.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $4,702,000,  Roadway Improvement Cost: $2,753,000,  Total Project Cost: $7,455,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107433,  Location: INT.I495 & SAGTIKOS PRKWY (Lat: 40.804214,  Lng: -73.275903),  Route carried "on" structure: ServiceState highway 906A,  Year Built: 1991,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 15,362 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,724 (year 2040),  Design Load: HS 20,  Features Intersected: SGSP N/B TO I-495 E/B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.867,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 55.4 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: 42.8 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $2,809,000,  Roadway Improvement Cost: $1,645,000,  Total Project Cost: $4,453,000 ( 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: 1049381,  Location: 3.2 MI E JCT RTS 231+495 (Lat: 40.804722,  Lng: -73.281053),  Route carried "under" structure: Interstate 495,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 155,816 (year 2002),  Features Intersected: Long Island Expressway E,  Facility Carried by Structure: RTE 908K
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 14.336,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.0m (101.7ft)

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Structure Number: 1049382,  Location: 3.2 MI E JCT RTS 231+495 (Lat: 40.804717,  Lng: -73.280731),  Route carried "under" structure: Interstate 495,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 155,816 (year 2002),  Features Intersected: Long Island Expwy Servic,  Facility Carried by Structure: RTE 908K
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 14.336,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 1049391,  Location: 3.8 MI E JCT RTS 231&495 (Lat: 40.805003,  Lng: -73.269208),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 23,455 (year 2004),  Features Intersected: WICKS ROAD,  Facility Carried by Structure: RTE 906B
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 1049392,  Location: 3.8 MI E JCT RTS 231+495 (Lat: 40.804844,  Lng: -73.269175),  Route carried "under" structure: County highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 23,455 (year 2004),  Features Intersected: WICKS ROAD,  Facility Carried by Structure: RTE I495
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1049393,  Location: 3.8 MI E JCT RTS 231+495 (Lat: 40.804581,  Lng: -73.269117),  Route carried "under" structure: County highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 23,455 (year 2004),  Features Intersected: WICKS ROAD,  Facility Carried by Structure: RTE I495
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1049394,  Location: 3.8 MI E JCT RTS 231&495I (Lat: 40.804433,  Lng: -73.269086),  Route carried "under" structure: County highway ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 23,455 (year 2004),  Features Intersected: WICKS ROAD,  Facility Carried by Structure: RTE 906A
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 10494,  Location: 3.3 MI W JCT SH454 & I495 (Lat: 40.805406,  Lng: -73.248639),  Route carried "under" structure: Interstate 495,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 163,421 (year 2002),  Features Intersected: 495I 495I 0703 1106 WB,,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 17.071,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 104941,  Location: 2.5 MI W JCT SH454 & I495 (Lat: 40.806831,  Lng: -73.234456),  Route carried "under" structure: Interstate 495,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 163,421 (year 2002),  Features Intersected: 495I 495I 0703 1114, W/B,  Facility Carried by Structure: LNG IS MOTOR PKWY
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 18.294,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 105895,  Location: 3.5 MI S JCT RTS 454+25 (Lat: 40.792433,  Lng: -73.278531),  Route carried "under" structure: State highway 908K,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 73,088 (year 2002),  Features Intersected: 908K908K07011031, RTE 90,  Facility Carried by Structure: HOSPITAL ROAD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 5.278,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 105896,  Location: 3.1 MI S JCT RTS 454+25 (Lat: 40.797611,  Lng: -73.278742),  Route carried "under" structure: State highway 908K,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 73,088 (year 2002),  Features Intersected: 908k908k07011035, RTE 90,  Facility Carried by Structure: CROOKED HILL ROAD
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 5.889,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 1059909,  Location: 1 MI W JCT SH 111 & HSP (Lat: 40.754761,  Lng: -73.228100),  Route carried "under" structure: State highway 908M,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 52,164 (year 2002),  Features Intersected: 908M908M07021118, W/B, R,  Facility Carried by Structure: COMMACK ROAD
Minimum Vertical Clearance: 4.01m (13.16ft),  Kilometerpoint: 18.616,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 107433,  Location: INT.I495 & SAGTIKOS PRKWY (Lat: 40.804214,  Lng: -73.275903),  Route carried "under" structure: Ramp Other road ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2021),  Features Intersected: SGSP N/B TO I-495 E/B,  Facility Carried by Structure: RTE 906A
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)