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

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Structure Number: 1003341,  Location: JCT of Routes 17 & 32 (Lat: 41.316494,  Lng: -74.133158),  Route carried "on" structure: State highway 32,  Year Built: 2019,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 8,271 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,047 (year 2040),  Design Load: HL 93,  Features Intersected: 984C 984C83011000 EB, 98
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,353,000,  Roadway Improvement Cost: $1,964,000,  Total Project Cost: $5,317,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 1003342,  Location: JCT of 17 & 32 (Lat: 41.316589,  Lng: -74.133383),  Route carried "on" structure: State highway 32,  Year Built: 2019,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 8,271 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,047 (year 2040),  Design Load: HL 93,  Features Intersected: 984C 984C83011000 EB, 98
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,171,000,  Roadway Improvement Cost: $1,857,000,  Total Project Cost: $5,028,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 102223,  Location: 2.5 MI N JCT SH32 & SH208 (Lat: 41.374164,  Lng: -74.100733),  Route carried "on" structure: State highway 32,  Year Built: 1934,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 8,451 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,266 (year 2040),  Design Load: H 20,  Features Intersected: TRIB WOODBURY CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.965,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $339,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $538,000 ( Estimate for 2021)

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Structure Number: 1037939,  Location: JCT RTE 135+NSP (Lat: 40.794978,  Lng: -73.487311),  Route carried "on" structure: State highway 135,  Year Built: 1962,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 80,261 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 95,470 (year 2040),  Design Load: H 20,  Features Intersected: 908G908G03011145, W/B, R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.012,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $6,950,000,  Roadway Improvement Cost: $4,070,000,  Total Project Cost: $11,020,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1049229,  Location: .2 MI E OF RTE 135+RT 495 (Lat: 40.799369,  Lng: -73.484417),  Route carried "on" structure: Interstate 495,  Year Built: 1963,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 167,874 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 176,267 (year 2040),  Design Load: HS 20,  Features Intersected: WOODBURY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.545,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 50.0m (164.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 50.0m (164.0ft),  Out-to-Out Width: 51.9m (170.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.8 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $12,279,000,  Roadway Improvement Cost: $7,190,000,  Total Project Cost: $19,469,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1049239,  Location: .4 MI E JCT SH135 & I495 (Lat: 40.798914,  Lng: -73.482225),  Route carried "on" structure: Interstate 495,  Year Built: 1963,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 163,304 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 171,469 (year 2040),  Design Load: HS 20,  Features Intersected: MANETTO HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.754,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 50.0m (164.0ft),  Skew: 23 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-To-Curb Width: 50.1m (164.4ft),  Out-to-Out Width: 52.0m (170.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $10,679,000,  Roadway Improvement Cost: $6,254,000,  Total Project Cost: $16,933,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1049249,  Location: JCT NSP & RTE I495 (Lat: 40.797747,  Lng: -73.475644),  Route carried "on" structure: Interstate 495,  Year Built: 1997,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 163,304 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 171,469 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 908G 908G 0301 1152 EB,
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.301,  Lanes on structure: 11,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 57.6m (189.0ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 57.7m (189.3ft),  Out-to-Out Width: 59.8m (196.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.8 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.91m (19.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $20,501,000,  Roadway Improvement Cost: $12,005,000,  Total Project Cost: $32,506,000 ( 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: 105322,  Location: IN HARRIMAN (Lat: 41.307200,  Lng: -74.128128),  Route carried "on" structure: US 6,  Year Built: 1968,  Status: Open,  Structure Length: 13.90m (45.60ft),  Average Daily Traffic: 22,464 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,569 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 87IX SB, RTE I87, RAMAP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.922,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 28.2 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: 21.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.89m (45.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $9,500,000,  Roadway Improvement Cost: $5,563,000,  Total Project Cost: $15,063,000 ( 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: 105827,  Location: .4 MI E JCT RTE 135+ NSP (Lat: 40.795606,  Lng: -73.479872),  Route carried "on" structure: County highway ,  Year Built: 1947,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 11,710 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,225 (year 2040),  Design Load: H 20,  Features Intersected: 908G908G03011149, RTE 90,  Facility Carried by Structure: MANETTO HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.542,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.8 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,  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 2020,  Bridge Improvement Cost: $2,703,000,  Roadway Improvement Cost: $1,583,000,  Total Project Cost: $4,286,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 105828,  Location: .4 MI E JCT RTE 495+ NSP (Lat: 40.798869,  Lng: -73.468069),  Route carried "on" structure: County highway ,  Year Built: 1947,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 9,090 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,042 (year 2040),  Design Load: H 20,  Features Intersected: 908G908G03011156, RTE 90,  Facility Carried by Structure: SUNNYSIDE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 3.0m (9.8ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Superstructure: Very good,  Substructure: Very 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: Meets minimum limits,  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: March 2020,  Bridge Improvement Cost: $2,624,000,  Roadway Improvement Cost: $1,536,000,  Total Project Cost: $4,160,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1058299,  Location: 1.4 MI E JCT RTE 495+NSP (Lat: 40.805150,  Lng: -73.449828),  Route carried "on" structure: State highway 908G,  Year Built: 1947,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 57,817 (year 2020),  Average Future Daily Traffic: 68,773 (year 2040),  Design Load: H 20,  Features Intersected: PLAINVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.838,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.1 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $2,054,000,  Roadway Improvement Cost: $1,203,000,  Total Project Cost: $3,257,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1060852,  Location: JCT RTE 135+RTE 25 (Lat: 40.811750,  Lng: -73.491328),  Route carried "on" structure: State highway 25,  Year Built: 1962,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 17,061 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,685 (year 2040),  Design Load: H 20,  Features Intersected: 135 135 03011116, N/B, R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.365,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,174,000,  Roadway Improvement Cost: $2,444,000,  Total Project Cost: $6,618,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106878,  Location: 0.6 MI S JCT PIP+RTE6 (Lat: 41.298686,  Lng: -74.030333),  Route carried "on" structure: Ramp Other road ,  Year Built: 1953,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 178 (year 2020),  Average Future Daily Traffic: 427 (year 2040),  Design Load: HS 20,  Features Intersected: 987C987C83021004 SB, RTE,  Facility Carried by Structure: ANTHONY WAYNE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,418,000,  Roadway Improvement Cost: $2,001,000,  Total Project Cost: $5,419,000 ( Estimate for 2021)

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Structure Number: 106883,  Location: 0.5 MI E JCT RTS 6 & 293 (Lat: 41.323161,  Lng: -74.076464),  Route carried "on" structure: US 6,  Year Built: 1999,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 24,565 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,798 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LAKE TEATA SPILLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.909,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,340,000,  Roadway Improvement Cost: $784,000,  Total Project Cost: $2,124,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 107709,  Location: .6 MI W JCT RTS 6 & 87 (Lat: 41.314003,  Lng: -74.137100),  Route carried "on" structure: US 6,  Year Built: 1994,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 17,621 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,703 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 17
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 57.924,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.4m (181.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.69m (18.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,998,000,  Roadway Improvement Cost: $2,341,000,  Total Project Cost: $6,338,000 ( 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: 10771,  Location: 1.0 MI W JCT RTS 6 & 87 (Lat: 41.318742,  Lng: -74.143044),  Route carried "on" structure: Ramp US 6,  Year Built: 1994,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 17,621 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 24,857 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 17 17 83011252 EB, RTE
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 57.184,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 74.6m (244.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 14.20m (46.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $5,502,000,  Roadway Improvement Cost: $3,222,000,  Total Project Cost: $8,724,000 ( 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: 108008,  Location: JCT of Routes 17 & 32 (Lat: 41.316900,  Lng: -74.132358),  Route carried "on" structure: State highway 32,  Year Built: 2019,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 16,542 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,095 (year 2040),  Design Load: HL 93,  Features Intersected: Nininger Road
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.161,  Lanes on structure: 9,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 49.9m (163.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,027,000,  Roadway Improvement Cost: $2,358,000,  Total Project Cost: $6,386,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 10915,  Location: 0.6 MI N JCT RTS 209+52 (Lat: 41.322558,  Lng: -74.085603),  Route carried "on" structure: US 6,  Year Built: 1965,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 24,565 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,798 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 293
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.105,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.1 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: 50.9 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: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,894,000,  Roadway Improvement Cost: $1,109,000,  Total Project Cost: $3,003,000 ( 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: 33454,  Location: 2.5 MI NE OF HIGHL MILLS (Lat: 41.369394,  Lng: -74.085975),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,352 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,672 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MINERAL SPRING BK,  Facility Carried by Structure: MINERAL SPRING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.197,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  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: 8.2m (26.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Inventory Rating: 69.9 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: Superior 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: July 2020,  Bridge Improvement Cost: $765,000,  Roadway Improvement Cost: $448,000,  Total Project Cost: $1,213,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 551425,  Location: AT HARRIMAN INT OF I87 (Lat: 41.311242,  Lng: -74.124658),  Route carried "on" structure: Ramp Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 7.04m (23.10ft),  Truck Traffic: 15%,  Design Load: HS 25 or greater,  Features Intersected: MNCRR,  Facility Carried by Structure: EX16 RMP TO I87SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 88.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.04m (23.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $5,068,000,  Roadway Improvement Cost: $2,968,000,  Total Project Cost: $8,035,000 ( 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: 5514269,  Location: 1.2 MI S CENTRAL VALLEY (Lat: 41.310900,  Lng: -74.122069),  Route carried "on" structure: Ramp Other road ,  Year Built: 1953,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 2,205 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,733 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 87I - southbound, 87I No,  Facility Carried by Structure: ACCESS RAMP EX16N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 3,  Lanes under structure: 7,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.97m (22.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $4,990,000,  Roadway Improvement Cost: $2,922,000,  Total Project Cost: $7,913,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Galvanized Reinforcing

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Structure Number: 5514299,  Location: 0.2 MI N JCT RTS I87 & 32 (Lat: 41.374344,  Lng: -74.102711),  Route carried "on" structure: Interstate 87,  Year Built: 1953,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 39,792 (year 2018),  Truck Traffic: 19%,  Average Future Daily Traffic: 67,383 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WOODBURY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.652,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.4 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: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,790,000,  Roadway Improvement Cost: $1,048,000,  Total Project Cost: $2,838,000 ( Estimate for 2021)

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Structure Number: 5520049,  Location: 1.1 MI S OF CENTRAL VLLEY (Lat: 41.311969,  Lng: -74.123917),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1953,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 2,351 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,981 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: METRO NORTH RR,  Facility Carried by Structure: 87IX INT 16 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 4,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.96m (16.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $5,192,000,  Roadway Improvement Cost: $3,041,000,  Total Project Cost: $8,233,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Galvanized Reinforcing

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Structure Number: 552142,  Location: 2.5 MI SW JCT RTS 6<9W (Lat: 41.303100,  Lng: -74.038656),  Route carried "on" structure: Other road 987E,  Year Built: 1920,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 856 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,198 (year 2036),  Features Intersected: QUEENSBORO BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.392,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,244,000,  Roadway Improvement Cost: $728,000,  Total Project Cost: $1,972,000 ( Estimate for 2021)

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Structure Number: 552144,  Location: 4 MI SW JCT US 6 & US 9W (Lat: 41.295058,  Lng: -74.059703),  Route carried "on" structure: Ramp Other road ,  Year Built: 1940,  Status: Open,  Structure Length: 0.88m (2.89ft),  Truck Traffic: 8%,  Features Intersected: QUEENSBORO BROOK,  Facility Carried by Structure: SILVERMINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $310,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $491,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1037939,  Location: JCT RTE 135+NSP (Lat: 40.794978,  Lng: -73.487311),  Route carried "under" structure: State highway 908G,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 89,805 (year 2002),  Features Intersected: 908G908G03011145, W/B, R,  Facility Carried by Structure: RTE 135
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 23.443,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 1049229,  Location: .2 MI E OF RTE 135+RT 495 (Lat: 40.799369,  Lng: -73.484417),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 17,863 (year 2005),  Features Intersected: WOODBURY ROAD,  Facility Carried by Structure: RTE I495
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 1049239,  Location: .4 MI E JCT SH135 & I495 (Lat: 40.798914,  Lng: -73.482225),  Route carried "under" structure: County highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 17,074 (year 2002),  Features Intersected: MANETTO HILL ROAD,  Facility Carried by Structure: RTE I495
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 1049249,  Location: JCT NSP & RTE I495 (Lat: 40.797747,  Lng: -73.475644),  Route carried "under" structure: Other road 908G,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 83,069 (year 2002),  Features Intersected: 908G 908G 0301 1152 EB,,  Facility Carried by Structure: RTE I495
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 24.392,  Lanes on structure: 11,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 105322,  Location: IN HARRIMAN (Lat: 41.307200,  Lng: -74.128128),  Route carried "under" structure: Interstate 87,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 43,300 (year 1984),  Features Intersected: 87IX SB, RTE I87, RAMAP,  Facility Carried by Structure: RTE 6
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 72.067,  Lanes on structure: 3,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 105827,  Location: .4 MI E JCT RTE 135+ NSP (Lat: 40.795606,  Lng: -73.479872),  Route carried "under" structure: State highway 908G,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 83,069 (year 2002),  Features Intersected: 908G908G03011149, RTE 90,  Facility Carried by Structure: MANETTO HILL ROAD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 24.087,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 105828,  Location: .4 MI E JCT RTE 495+ NSP (Lat: 40.798869,  Lng: -73.468069),  Route carried "under" structure: State highway 908G,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 85,227 (year 2002),  Features Intersected: 908G908G03011156, RTE 90,  Facility Carried by Structure: SUNNYSIDE BLVD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 25.165,  Lanes on structure: 2,  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: 1058299,  Location: 1.4 MI E JCT RTE 495+NSP (Lat: 40.805150,  Lng: -73.449828),  Route carried "under" structure: County highway ,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 1976),  Features Intersected: PLAINVIEW ROAD,  Facility Carried by Structure: RTE 908G
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 1060852,  Location: JCT RTE 135+RTE 25 (Lat: 40.811750,  Lng: -73.491328),  Route carried "under" structure: State highway 135,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 27,200 (year 1973),  Features Intersected: 135 135 03011116, N/B, R,  Facility Carried by Structure: RTE 25
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 17.329,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 106878,  Location: 0.6 MI S JCT PIP+RTE6 (Lat: 41.298686,  Lng: -74.030333),  Route carried "under" structure: State lands road 987C,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 26,358 (year 2002),  Features Intersected: 987C987C83021004 SB, RTE,  Facility Carried by Structure: ANTHONY WAYNE DR
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 107709,  Location: .6 MI W JCT RTS 6 & 87 (Lat: 41.314003,  Lng: -74.137100),  Route carried "under" structure: State highway 17,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 19,031 (year 1994),  Features Intersected: RTE 17,  Facility Carried by Structure: RTE 6
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 99.758,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.4m (181.8ft)

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Structure Number: 10771,  Location: 1.0 MI W JCT RTS 6 & 87 (Lat: 41.318742,  Lng: -74.143044),  Route carried "under" structure: State highway 17,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 1994),  Features Intersected: 17 17 83011252 EB, RTE,  Facility Carried by Structure: RTE 6
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 612.064,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 74.6m (244.8ft)

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Structure Number: 10915,  Location: 0.6 MI N JCT RTS 209+52 (Lat: 41.322558,  Lng: -74.085603),  Route carried "under" structure: State highway 293,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,685 (year 2002),  Features Intersected: RTE 293,  Facility Carried by Structure: RTE 6
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.7m (54.8ft)

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Structure Number: 551422,  Location: 0.2 MI N. OF US-6/I-87 (Lat: 41.309203,  Lng: -74.124844),  Route carried "under" structure: Interstate 87,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 89,528 (year 2014),  Truck Traffic: 20%,  Features Intersected: I-87 SB, I-87 NB Ramp Fr,  Facility Carried by Structure: PEDESTRIAN PATH OV
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 72.453,  Lanes under structure: 5,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 551422,  Location: 0.2 MI N. OF US-6/I-87 (Lat: 41.309203,  Lng: -74.124844),  Route carried "under" structure: Interstate ,  Year Built: 2010,  Structure Length: 0. m,  Features Intersected: I-87 SB, I-87 NB Ramp Fr,  Facility Carried by Structure: PEDESTRIAN PATH OV
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 72.453,  Lanes under structure: 1,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 5514269,  Location: 1.2 MI S CENTRAL VALLEY (Lat: 41.310900,  Lng: -74.122069),  Route carried "under" structure: Interstate 87,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2000),  Features Intersected: 87I - southbound, 87I No,  Facility Carried by Structure: ACCESS RAMP EX16N
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 72.727,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 770952,  Location: 2.1 MI EAST OF SYOSSET (Lat: 40.829425,  Lng: -73.459461),  Route carried "under" structure: County highway ,  Year Built: 1896,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 1977),  Features Intersected: WOODBURY RD,  Facility Carried by Structure: LIRR PT JEFF BR
Minimum Vertical Clearance: 4.08m (13.39ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)