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

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Structure Number: 102677,  Location: 0.4 MI W JCT RTS 52+I84 (Lat: 41.518942,  Lng: -74.052408),  Route carried "on" structure: State highway 52,  Year Built: 2016,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 8,505 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,331 (year 2040),  Design Load: HL 93,  Features Intersected: QUASSAIC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.599,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $847,000,  Roadway Improvement Cost: $496,000,  Total Project Cost: $1,343,000 ( 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: 102678,  Location: JCT RTS 52+I84 (Lat: 41.513717,  Lng: -74.049561),  Route carried "on" structure: State highway 52,  Year Built: 1963,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 8,505 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,331 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 84I 84I83011374, RTE I84
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.291,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 56.7 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: 43.7 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.85m (22.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $4,438,000,  Roadway Improvement Cost: $2,599,000,  Total Project Cost: $7,036,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1026791,  Location: .2 MILE E OF EXIT 8 - I84 (Lat: 41.514669,  Lng: -74.044553),  Route carried "on" structure: Interstate 84,  Year Built: 1963,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 33,302 (year 2002),  Truck Traffic: 15%,  Design Load: HS 20+Mod,  Features Intersected: TAFT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.514,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.38m (14.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,279,000,  Roadway Improvement Cost: $1,334,000,  Total Project Cost: $3,613,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1026792,  Location: .2 MILE E OF EXIT 8 - I84 (Lat: 41.514425,  Lng: -74.044528),  Route carried "on" structure: Interstate 84,  Year Built: 1963,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 28,193 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 47,741 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TAFT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.611,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.38m (14.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,279,000,  Roadway Improvement Cost: $1,334,000,  Total Project Cost: $3,613,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103246,  Location: 0.4 MI E JCT I84&THRUWAY (Lat: 41.514486,  Lng: -74.066822),  Route carried "on" structure: State highway 300,  Year Built: 1999,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 15,760 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,145 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 84I 84I83011346 WB, 84I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.647,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $4,692,000,  Roadway Improvement Cost: $2,748,000,  Total Project Cost: $7,440,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1032479,  Location: .6 MI E JCT I84 & I87 (Lat: 41.513533,  Lng: -74.055586),  Route carried "on" structure: Interstate 84,  Year Built: 1963,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 60,086 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 101,749 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: QUASSAIC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.662,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $775,000,  Roadway Improvement Cost: $454,000,  Total Project Cost: $1,228,000 ( Estimate for 2021)

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Structure Number: 104527,  Location: JCT NY 300 & I87 (Lat: 41.563331,  Lng: -74.082772),  Route carried "on" structure: State highway 300,  Year Built: 2005,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 5,526 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,712 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 87IX SB, RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.098,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.46m (24.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $5,461,000,  Roadway Improvement Cost: $3,198,000,  Total Project Cost: $8,659,000 ( 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: 1052721,  Location: JCT I84 & I87 (Lat: 41.514922,  Lng: -74.073456),  Route carried "on" structure: Interstate 84,  Year Built: 1968,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 25,993 (year 2009),  Truck Traffic: 20%,  Design Load: HS 20,  Features Intersected: 87IX NB, RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.053,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 93.4 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: 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: 6.03m (19.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $4,692,000,  Roadway Improvement Cost: $2,748,000,  Total Project Cost: $7,440,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 107858,  Location: 1000' E JCT 84I & 87I (Lat: 41.514425,  Lng: -74.069261),  Route carried "on" structure: Interstate 84,  Year Built: 2009,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 46,873 (year 2009),  Truck Traffic: 20%,  Average Future Daily Traffic: 65,622 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: 84I, Ramp WB-NS, 84I
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 52.968,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 94.7 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.72m (35.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $5,051,000,  Roadway Improvement Cost: $2,958,000,  Total Project Cost: $8,010,000 ( 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: 107859,  Location: 1400' E JCT 84I & 87I (Lat: 41.513381,  Lng: -74.069056),  Route carried "on" structure: Ramp Interstate ,  Year Built: 2009,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 9,761 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 16,529 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Ramp L-NS, ACCESS RD. B,,  Facility Carried by Structure: Ramp NS
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 0.032,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: 4.84m (15.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,084,000,  Roadway Improvement Cost: $2,392,000,  Total Project Cost: $6,475,000 ( 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: 222328,  Location: IN NEWBURGH (Lat: 41.539422,  Lng: -74.041381),  Route carried "on" structure: Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 661 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 925 (year 2040),  Features Intersected: GIDNEYTOWN CREEK,  Facility Carried by Structure: OLD PLANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $375,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $595,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 222329,  Location: .3 MI WSW INT RTS 52 & 84 (Lat: 41.512356,  Lng: -74.055392),  Route carried "on" structure: Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,270 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,178 (year 2037),  Design Load: HS 20,  Features Intersected: QUASSAIC CREEK,  Facility Carried by Structure: BROOKSIDE FARM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 82.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $384,000,  Roadway Improvement Cost: $225,000,  Total Project Cost: $609,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 227024,  Location: .33mi SE Int 300 & 52 on (Lat: 41.522892,  Lng: -74.063017),  Route carried "on" structure: Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 0.85m (2.79ft),  Truck Traffic: 2%,  Features Intersected: BUSHFIELD CR,  Facility Carried by Structure: INNIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $254,000,  Roadway Improvement Cost: $149,000,  Total Project Cost: $402,000 ( Estimate for 2021)

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Structure Number: 334501,  Location: 3.5 MI NW OF NEWBURGH (Lat: 41.552069,  Lng: -74.044061),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,526 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,362 (year 2040),  Design Load: H 20,  Features Intersected: GIDNEYTOWN CREEK,  Facility Carried by Structure: FOSTERTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.379,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $873,000,  Roadway Improvement Cost: $511,000,  Total Project Cost: $1,384,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 336019,  Location: 2.9 MI NW OF NEWBURGH (Lat: 41.530958,  Lng: -74.062028),  Route carried "on" structure: Other road ,  Year Built: 1973,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,813 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,243 (year 2040),  Features Intersected: QUASSAIC CREEK,  Facility Carried by Structure: GARDNERTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.9 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: 30.8 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: October 2020,  Bridge Improvement Cost: $577,000,  Roadway Improvement Cost: $338,000,  Total Project Cost: $915,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33602,  Location: 2.4 MI NW OF NEWBURGH (Lat: 41.525419,  Lng: -74.054983),  Route carried "on" structure: Other road ,  Year Built: 1977,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 3,230 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,522 (year 2040),  Design Load: HS 20,  Features Intersected: QUASSAIC CREEK,  Facility Carried by Structure: POWDER MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.4 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: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $995,000,  Roadway Improvement Cost: $583,000,  Total Project Cost: $1,578,000 ( 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: 5026769,  Location: JCT 87I & RTE 52 (Lat: 41.532022,  Lng: -74.075675),  Route carried "on" structure: Interstate 87,  Year Built: 1954,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 31,867 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 53,963 (year 2040),  Design Load: H 20,  Features Intersected: RTE 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.365,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 33.6m (110.2ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 18.1 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: 13.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  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: July 2021,  Bridge Improvement Cost: $9,179,000,  Roadway Improvement Cost: $5,375,000,  Total Project Cost: $14,554,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 551436,  Location: 0.4 MI S JCT RT 300 & I84 (Lat: 41.508967,  Lng: -74.067561),  Route carried "on" structure: Ramp Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 1,269 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,148 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 300,  Facility Carried by Structure: EXIT 17 EZ PASS RA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Toll Authority,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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: 2.49m (8.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,794,000,  Roadway Improvement Cost: $2,222,000,  Total Project Cost: $6,016,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 551438,  Location: 0.7 MI S JCT RTS I-87& 52 (Lat: 41.522186,  Lng: -74.074497),  Route carried "on" structure: Other road ,  Year Built: 1953,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 4,137 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,118 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 87IX, RTE I87,  Facility Carried by Structure: MEADOW HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,568,000,  Roadway Improvement Cost: $1,504,000,  Total Project Cost: $4,072,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 551439,  Location: .1 MI N JCT I87 & SH 52 (Lat: 41.532928,  Lng: -74.076006),  Route carried "on" structure: Interstate 87,  Year Built: 1953,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 31,867 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 53,963 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ORANGE LAKE TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.462,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,543,000,  Roadway Improvement Cost: $904,000,  Total Project Cost: $2,447,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55248,  Location: 600' E JCT 84I & 87I (Lat: 41.514561,  Lng: -74.071558),  Route carried "on" structure: Ramp Other road ,  Year Built: 2009,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 7,019 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 11,885 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 84I X EB, 84I X, ACCESS,  Facility Carried by Structure: Ramp WB-NS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 93.6 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: Equal to present desirable 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: 11.43m (37.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $5,340,000,  Roadway Improvement Cost: $3,127,000,  Total Project Cost: $8,466,000 ( 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: 552482,  Location: 500' W of Union Ave & I84 (Lat: 41.514383,  Lng: -74.068594),  Route carried "on" structure: Ramp State highway ,  Year Built: 2008,  Status: Open,  Structure Length: 6.71m (22.01ft),  Truck Traffic: 15%,  Design Load: HS 25 or greater,  Features Intersected: 84IX WB, 84IX, Ramp WB-N,  Facility Carried by Structure: Ramp 87I to Rt 300
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,435,000,  Roadway Improvement Cost: $2,012,000,  Total Project Cost: $5,447,000 ( 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: 552483,  Location: 0.2 MI W RTE 300/I84 (Lat: 41.514275,  Lng: -74.070825),  Route carried "on" structure: Ramp Other road ,  Year Built: 2008,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 3,366 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,699 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ACCESS ROAD B, RAMP EB-L,  Facility Carried by Structure: Ramp L-NS RTE 300
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 1,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 58.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 6.82m (22.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,286,000,  Roadway Improvement Cost: $1,924,000,  Total Project Cost: $5,211,000 ( 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: 102678,  Location: JCT RTS 52+I84 (Lat: 41.513717,  Lng: -74.049561),  Route carried "under" structure: Interstate 84,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 1971),  Features Intersected: 84I 84I83011374, RTE I84,  Facility Carried by Structure: RTE 52
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 61.383,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 1026791,  Location: .2 MILE E OF EXIT 8 - I84 (Lat: 41.514669,  Lng: -74.044553),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Features Intersected: TAFT AVENUE,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 1026792,  Location: .2 MILE E OF EXIT 8 - I84 (Lat: 41.514425,  Lng: -74.044528),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Features Intersected: TAFT AVENUE,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 103246,  Location: 0.4 MI E JCT I84&THRUWAY (Lat: 41.514486,  Lng: -74.066822),  Route carried "under" structure: Interstate 84,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 39,400 (year 1997),  Features Intersected: 84I 84I83011346 WB, 84I,  Facility Carried by Structure: RTE 300
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 59.050,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 104527,  Location: JCT NY 300 & I87 (Lat: 41.563331,  Lng: -74.082772),  Route carried "under" structure: Interstate 87,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 17,900 (year 1972),  Features Intersected: 87IX SB, RTE I87,  Facility Carried by Structure: RTE 300
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 102.702,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 1052721,  Location: JCT I84 & I87 (Lat: 41.514922,  Lng: -74.073456),  Route carried "under" structure: Interstate 87,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 20,900 (year 1979),  Features Intersected: 87IX NB, RTE I87,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 97.264,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 107858,  Location: 1000' E JCT 84I & 87I (Lat: 41.514425,  Lng: -74.069261),  Route carried "under" structure: Interstate ,  Year Built: 2009,  Structure Length: 0. m,  Features Intersected: 84I, Ramp WB-NS, 84I,  Facility Carried by Structure: RTE 84
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 58.246,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 107859,  Location: 1400' E JCT 84I & 87I (Lat: 41.513381,  Lng: -74.069056),  Route carried "under" structure: Ramp State highway ,  Year Built: 2009,  Structure Length: 0. m,  Features Intersected: Ramp L-NS, ACCESS RD. B,,  Facility Carried by Structure: Ramp NS
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 5026769,  Location: JCT 87I & RTE 52 (Lat: 41.532022,  Lng: -74.075675),  Route carried "under" structure: State highway 52,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 11,975 (year 1999),  Features Intersected: RTE 52,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 23.186,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 551436,  Location: 0.4 MI S JCT RT 300 & I84 (Lat: 41.508967,  Lng: -74.067561),  Route carried "under" structure: State highway 300,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 27,060 (year 2014),  Features Intersected: RTE 300,  Facility Carried by Structure: EXIT 17 EZ PASS RA
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 551438,  Location: 0.7 MI S JCT RTS I-87& 52 (Lat: 41.522186,  Lng: -74.074497),  Route carried "under" structure: Interstate 87,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 51,500 (year 2004),  Features Intersected: 87IX, RTE I87,  Facility Carried by Structure: MEADOW HILL ROAD
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 98.069,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 55248,  Location: 600' E JCT 84I & 87I (Lat: 41.514561,  Lng: -74.071558),  Route carried "under" structure: Interstate ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 39,400 (year 1997),  Features Intersected: 84I X EB, 84I X, ACCESS,  Facility Carried by Structure: Ramp WB-NS
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 58.729,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 552482,  Location: 500' W of Union Ave & I84 (Lat: 41.514383,  Lng: -74.068594),  Route carried "under" structure: Interstate ,  Year Built: 2008,  Structure Length: 0. m,  Features Intersected: 84IX WB, 84IX, Ramp WB-N,  Facility Carried by Structure: Ramp 87I to Rt 300
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 58.680,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)