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

Find on map >>   Show street view

Structure Number: 1007361,  Location: JCT. RTES. 9W & 209 (Lat: 41.974514,  Lng: -73.989025),  Route carried "on" structure: US 209,  Year Built: 1960,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 9,790 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,811 (year 2040),  Design Load: HS 20,  Features Intersected: 9W 9W86033023 SB, RTE 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.186,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $3,292,000,  Roadway Improvement Cost: $1,928,000,  Total Project Cost: $5,220,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 1007362,  Location: JCT RTS 209+9W (Lat: 41.974353,  Lng: -73.988839),  Route carried "on" structure: US 209,  Year Built: 1960,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 9,790 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,811 (year 2040),  Design Load: HS 20,  Features Intersected: 9W 9W86033023 SB, RTE 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.186,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $3,292,000,  Roadway Improvement Cost: $1,928,000,  Total Project Cost: $5,220,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 10196,  Location: 1.0 MI S JCT RTS 28+I87 (Lat: 41.939167,  Lng: -74.018575),  Route carried "on" structure: State highway 28,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 10.70m (35.10ft),  Average Daily Traffic: 13,525 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,903 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ESOPUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.69m (35.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $9,927,000,  Roadway Improvement Cost: $5,813,000,  Total Project Cost: $15,741,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 101961,  Location: 0.6 MI S JCT RTS 28+I87 (Lat: 41.942239,  Lng: -74.025669),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 7,351 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,095 (year 2040),  Design Load: HS 20,  Features Intersected: 28 28 86012005WB, RTE 2,  Facility Carried by Structure: COUNTY ROAD 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  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: 20.1m (65.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum 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: 4.14m (13.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,941,000,  Roadway Improvement Cost: $1,722,000,  Total Project Cost: $4,663,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 101962,  Location: JCT S H 28 & I-87 (Lat: 41.945536,  Lng: -74.030150),  Route carried "on" structure: State highway 28,  Year Built: 2000,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 20,285 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,380 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 87IX SB, RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 60.8 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: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $6,010,000,  Roadway Improvement Cost: $3,519,000,  Total Project Cost: $9,529,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 1019631,  Location: JCT RTS 28+209 (Lat: 41.948778,  Lng: -74.035739),  Route carried "on" structure: State highway 28,  Year Built: 1962,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 10,143 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,190 (year 2040),  Design Load: HS 20,  Features Intersected: 209 209 86031315, RTE 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.864,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 69.7 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: 53.8 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.16m (23.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,930,000,  Roadway Improvement Cost: $2,302,000,  Total Project Cost: $6,232,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 1019632,  Location: JCT RTS 28+209 (Lat: 41.948933,  Lng: -74.035803),  Route carried "on" structure: State highway 28,  Year Built: 1962,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 10,143 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,190 (year 2040),  Design Load: HS 20,  Features Intersected: 209 209 86031315 SB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.848,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 53.5 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.16m (23.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $4,073,000,  Roadway Improvement Cost: $2,385,000,  Total Project Cost: $6,459,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 1022349,  Location: JCT RTS 199 & 32 (Lat: 41.977517,  Lng: -73.970939),  Route carried "on" structure: State highway 199,  Year Built: 1995,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 18,078 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,332 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 30.9m (101.4ft),  Out-to-Out Width: 32.5m (106.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 46.7 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: 36.0 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.99m (16.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $6,511,000,  Roadway Improvement Cost: $3,813,000,  Total Project Cost: $10,324,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 104079,  Location: 1.6 MI S JCT RTS 209+28 (Lat: 41.935647,  Lng: -74.053467),  Route carried "on" structure: US 209,  Year Built: 1962,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 10,787 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,837 (year 2040),  Design Load: HS 20,  Features Intersected: ESOPUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.222,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.47m (27.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $4,037,000,  Roadway Improvement Cost: $2,364,000,  Total Project Cost: $6,402,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1040801,  Location: JCT RTS 209 & I87 (Lat: 41.976133,  Lng: -74.011367),  Route carried "on" structure: US 209,  Year Built: 1995,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 12,867 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,151 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.304,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 25.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.8 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: Somewhat better than minimum adequacy,  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: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,434,000,  Roadway Improvement Cost: $2,596,000,  Total Project Cost: $7,030,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1040802,  Location: JCT RTS 209 & I87 (Lat: 41.975994,  Lng: -74.011419),  Route carried "on" structure: US 209,  Year Built: 1995,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 12,867 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,151 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.320,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.0 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: 34.7 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: 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: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,434,000,  Roadway Improvement Cost: $2,596,000,  Total Project Cost: $7,030,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1040811,  Location: .3 MILE E JCT US209 & I87 (Lat: 41.976186,  Lng: -74.004633),  Route carried "on" structure: US 209,  Year Built: 1962,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 12,867 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,151 (year 2040),  Design Load: HL 93,  Features Intersected: ESOPUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.883,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.4 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 desirable 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: 12.43m (40.78ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $5,844,000,  Roadway Improvement Cost: $3,422,000,  Total Project Cost: $9,266,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1040812,  Location: .3 MILE E JCT US209 & I87 (Lat: 41.975989,  Lng: -74.003417),  Route carried "on" structure: US 209,  Year Built: 1962,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 12,867 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,151 (year 2040),  Design Load: HL 93,  Features Intersected: ESOPUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.883,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.43m (40.78ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $5,787,000,  Roadway Improvement Cost: $3,389,000,  Total Project Cost: $9,175,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 104082,  Location: .6 MI E JCT US 209 & I87 (Lat: 41.975636,  Lng: -73.999336),  Route carried "on" structure: Other road ,  Year Built: 1962,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 9,307 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,306 (year 2040),  Design Load: HS 20,  Features Intersected: 209 209 86031345 WB, RTE,  Facility Carried by Structure: Enterprise Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.866,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.69m (18.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $5,031,000,  Roadway Improvement Cost: $2,946,000,  Total Project Cost: $7,977,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1040831,  Location: 1 MI E JCT U.S.209 & I87 (Lat: 41.974850,  Lng: -73.991714),  Route carried "on" structure: US 209,  Year Built: 1962,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 9,790 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,811 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANS/ RVR LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.961,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,635,000,  Roadway Improvement Cost: $957,000,  Total Project Cost: $2,592,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 1040832,  Location: 1 MI E JCT U.S.209 & I87 (Lat: 41.974706,  Lng: -73.991714),  Route carried "on" structure: US 209,  Year Built: 1962,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 9,790 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,811 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANS/ RVR LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.961,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,635,000,  Roadway Improvement Cost: $957,000,  Total Project Cost: $2,592,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 105044,  Location: 1 MI S JCT US 9W & US 209 (Lat: 41.959008,  Lng: -73.992342),  Route carried "on" structure: State highway 981M,  Year Built: 1998,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 18,962 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,051 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CSXT RIVER LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.641,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 4 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 or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $4,832,000,  Roadway Improvement Cost: $2,830,000,  Total Project Cost: $7,662,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1091321,  Location: .2 MI W JCT US 209 & I87 (Lat: 41.975900,  Lng: -74.014303),  Route carried "on" structure: US 209,  Year Built: 1995,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 12,867 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,151 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CR 31-SAWKILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.078,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,410,000,  Roadway Improvement Cost: $1,411,000,  Total Project Cost: $3,822,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1091322,  Location: .2 MI W JCT US 209 & I87 (Lat: 41.975769,  Lng: -74.014297),  Route carried "on" structure: US 209,  Year Built: 1995,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 12,867 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,151 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CR 31-SAWKILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.078,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,505,000,  Roadway Improvement Cost: $1,467,000,  Total Project Cost: $3,972,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 334657,  Location: 4.5 MI SW OF SAUGERTIES (Lat: 42.019533,  Lng: -73.996636),  Route carried "on" structure: County highway ,  Year Built: 1931,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 4,256 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,265 (year 2040),  Design Load: HL 93,  Features Intersected: PLATTEKILL CREEK,  Facility Carried by Structure: COUNTY ROAD 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.248,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 18.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 14.6 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.87m (12.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Underwater Inspection Date: June 2019,  Bridge Improvement Cost: $3,017,000,  Roadway Improvement Cost: $1,767,000,  Total Project Cost: $4,784,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 334753,  Location: 0.6 MI N OF LAKE KATRINE (Lat: 41.994756,  Lng: -73.997847),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 5,078 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,283 (year 2040),  Design Load: HS 20,  Features Intersected: ESOPUS CREEK,  Facility Carried by Structure: LEGGS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 70.8 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.82m (38.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $5,059,000,  Roadway Improvement Cost: $2,962,000,  Total Project Cost: $8,021,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 334763,  Location: 3.5 MILES N OF KINGSTON (Lat: 41.979806,  Lng: -74.013794),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 6,187 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,655 (year 2040),  Design Load: HL 93,  Features Intersected: SAW KILL,  Facility Carried by Structure: COUNTY ROAD 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.650,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.41m (14.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,665,000,  Roadway Improvement Cost: $1,561,000,  Total Project Cost: $4,226,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 504001,  Location: JCT RT 199 < HUDSON R (Lat: 41.974956,  Lng: -73.937708),  Route carried "on" structure: State highway 199,  Year Built: 1957,  Year Reconstructed: 2002,  Status: Posted for load,  Structure Length: 237.53m (779.30ft),  Average Daily Traffic: 19,525 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,710 (year 2040),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 37, HUDSON R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Navigation Control: Yes ( Vertical Clearance: 40.2m (131.9ft), Horizontal Clearance: 236.5m (775.9ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 21,  Length of Maximum Span: 243.8m (799.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 91.4 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: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 237.53m (779.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Underwater Inspection Date: May 2017,  Bridge Improvement Cost: $200,624,000,  Roadway Improvement Cost: $117,486,000,  Total Project Cost: $318,110,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 551546,  Location: 1.7 MI SW OF KINGSTON (Lat: 41.921719,  Lng: -74.044633),  Route carried "on" structure: County highway ,  Year Built: 1953,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 5,494 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,674 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-87 NB, RTE I87,  Facility Carried by Structure: LUCAS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.183,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.71m (25.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,520,000,  Roadway Improvement Cost: $2,061,000,  Total Project Cost: $5,581,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 551551,  Location: KINGSTON EXIT 19 OF I87 (Lat: 41.948078,  Lng: -74.026658),  Route carried "on" structure: Ramp Other road ,  Year Built: 1999,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 3,071 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,200 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I-87 SB, RTE I87,  Facility Carried by Structure: THRUWAY KINGSTON I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 79.8 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 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: 6.76m (22.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $3,903,000,  Roadway Improvement Cost: $2,285,000,  Total Project Cost: $6,188,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 551552,  Location: 1.7 MI N OF KINGSTON (Lat: 41.953103,  Lng: -74.019539),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 7,351 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,095 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 87IX, RTE I87,  Facility Carried by Structure: CR 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.88m (22.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $3,675,000,  Roadway Improvement Cost: $2,152,000,  Total Project Cost: $5,827,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 5515539,  Location: 0.3 MI N JCT I-87 < 209 (Lat: 41.980731,  Lng: -74.009628),  Route carried "on" structure: Interstate 87,  Year Built: 1950,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 30,496 (year 2018),  Truck Traffic: 19%,  Average Future Daily Traffic: 51,641 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SAW KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.103,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 33.6m (110.2ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.57m (18.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $9,481,000,  Roadway Improvement Cost: $5,552,000,  Total Project Cost: $15,033,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 551554,  Location: 1.0 MI.NW OF LAKE KATRINE (Lat: 42.000297,  Lng: -74.003300),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 3,225 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,990 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-87 SB, RTE I87,  Facility Carried by Structure: CR 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.542,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 8.41m (27.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $4,001,000,  Roadway Improvement Cost: $2,343,000,  Total Project Cost: $6,344,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 551555,  Location: 4.0 MI SW OF SAUGERTIES (Lat: 42.018606,  Lng: -73.998233),  Route carried "on" structure: Other road ,  Year Built: 1950,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 1,249 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,749 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I-87 SB, RTE I87,  Facility Carried by Structure: SHEEHAN LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $2,485,000,  Roadway Improvement Cost: $1,455,000,  Total Project Cost: $3,940,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 1007361,  Location: JCT. RTES. 9W & 209 (Lat: 41.974514,  Lng: -73.989025),  Route carried "under" structure: US 9W,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 20,400 (year 1978),  Features Intersected: 9W 9W86033023 SB, RTE 9,  Facility Carried by Structure: RTE 209
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 3.717,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.0m (55.8ft)

Find on map >>   Show street view

Structure Number: 1007362,  Location: JCT RTS 209+9W (Lat: 41.974353,  Lng: -73.988839),  Route carried "under" structure: US 9W,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 20,400 (year 1978),  Features Intersected: 9W 9W86033023 SB, RTE 9,  Facility Carried by Structure: RTE 209
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.717,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.0m (55.8ft)

Find on map >>   Show street view

Structure Number: 101961,  Location: 0.6 MI S JCT RTS 28+I87 (Lat: 41.942239,  Lng: -74.025669),  Route carried "under" structure: Interstate 28,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 24,215 (year 1999),  Features Intersected: 28 28 86012005WB, RTE 2,  Facility Carried by Structure: COUNTY ROAD 31
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

Find on map >>   Show street view

Structure Number: 101962,  Location: JCT S H 28 & I-87 (Lat: 41.945536,  Lng: -74.030150),  Route carried "under" structure: Interstate 87,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 36,326 (year 1998),  Features Intersected: 87IX SB, RTE I87,  Facility Carried by Structure: RTE 28
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 146.628,  Lanes on structure: 4,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

Find on map >>   Show street view

Structure Number: 1019631,  Location: JCT RTS 28+209 (Lat: 41.948778,  Lng: -74.035739),  Route carried "under" structure: US 209,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 12,152 (year 2002),  Features Intersected: 209 209 86031315, RTE 20,  Facility Carried by Structure: RTE 28
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 50.458,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

Find on map >>   Show street view

Structure Number: 1019632,  Location: JCT RTS 28+209 (Lat: 41.948933,  Lng: -74.035803),  Route carried "under" structure: US 209,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 12,152 (year 2002),  Features Intersected: 209 209 86031315 SB, RTE,  Facility Carried by Structure: RTE 28
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 50.458,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

Find on map >>   Show street view

Structure Number: 1022349,  Location: JCT RTS 199 & 32 (Lat: 41.977517,  Lng: -73.970939),  Route carried "under" structure: State highway 32,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 3,700 (year 1966),  Features Intersected: RTE 32,  Facility Carried by Structure: RTE 199
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 4.344,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

Find on map >>   Show street view

Structure Number: 1040801,  Location: JCT RTS 209 & I87 (Lat: 41.976133,  Lng: -74.011367),  Route carried "under" structure: Interstate 87,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 18,500 (year 1979),  Features Intersected: RTE I87,  Facility Carried by Structure: RTE 209
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 150.522,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

Find on map >>   Show street view

Structure Number: 1040802,  Location: JCT RTS 209 & I87 (Lat: 41.975994,  Lng: -74.011419),  Route carried "under" structure: Interstate 87,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 18,500 (year 1979),  Features Intersected: RTE I87,  Facility Carried by Structure: RTE 209
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 150.538,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

Find on map >>   Show street view

Structure Number: 104082,  Location: .6 MI E JCT US 209 & I87 (Lat: 41.975636,  Lng: -73.999336),  Route carried "under" structure: US 209,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 5,700 (year 1972),  Features Intersected: 209 209 86031345 WB, RTE,  Facility Carried by Structure: Enterprise Drive
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 55.350,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

Find on map >>   Show street view

Structure Number: 1091321,  Location: .2 MI W JCT US 209 & I87 (Lat: 41.975900,  Lng: -74.014303),  Route carried "under" structure: County highway ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 3,094 (year 2018),  Truck Traffic: 4%,  Features Intersected: CR 31-SAWKILL RD,  Facility Carried by Structure: RTE 209
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 4.296,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

Find on map >>   Show street view

Structure Number: 1091322,  Location: .2 MI W JCT US 209 & I87 (Lat: 41.975769,  Lng: -74.014297),  Route carried "under" structure: County highway ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 3,094 (year 2018),  Truck Traffic: 4%,  Features Intersected: CR 31-SAWKILL RD,  Facility Carried by Structure: RTE 209
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 4.537,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

Find on map >>   Show street view

Structure Number: 504001,  Location: JCT RT 199 < HUDSON R (Lat: 41.974956,  Lng: -73.937708),  Route carried "under" structure: County highway ,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 226 (year 2011),  Truck Traffic: 4%,  Features Intersected: COUNTY ROAD 37, HUDSON R,  Facility Carried by Structure: RTE 199
Minimum Vertical Clearance: 13.99m (45.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Length of Maximum Span: 243.8m (799.9ft)

Find on map >>   Show street view

Structure Number: 551546,  Location: 1.7 MI SW OF KINGSTON (Lat: 41.921719,  Lng: -74.044633),  Route carried "under" structure: Interstate 87,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 45,000 (year 2004),  Features Intersected: I-87 NB, RTE I87,  Facility Carried by Structure: LUCAS AVE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 143.652,  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: 22.6m (74.1ft)

Find on map >>   Show street view

Structure Number: 551551,  Location: KINGSTON EXIT 19 OF I87 (Lat: 41.948078,  Lng: -74.026658),  Route carried "under" structure: Interstate 87,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 20,372 (year 1977),  Features Intersected: I-87 SB, RTE I87,  Facility Carried by Structure: THRUWAY KINGSTON I
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 147.014,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

Find on map >>   Show street view

Structure Number: 551552,  Location: 1.7 MI N OF KINGSTON (Lat: 41.953103,  Lng: -74.019539),  Route carried "under" structure: Interstate 87,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 37,540 (year 2014),  Features Intersected: 87IX, RTE I87,  Facility Carried by Structure: CR 31
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 147.835,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

Find on map >>   Show street view

Structure Number: 551554,  Location: 1.0 MI.NW OF LAKE KATRINE (Lat: 42.000297,  Lng: -74.003300),  Route carried "under" structure: Interstate 87,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 18,700 (year 1977),  Features Intersected: I-87 SB, RTE I87,  Facility Carried by Structure: CR 90
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 153.289,  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: 25.9m (85.0ft)