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

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Structure Number: 100714,  Location: 0.2 MI S JCT RTS 9W & 210 (Lat: 41.228047,  Lng: -73.987550),  Route carried "on" structure: US 9W,  Year Built: 2009,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 11,476 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,529 (year 2040),  Design Load: HL 93,  Features Intersected: CEDAR POND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.445,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 95.3 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.16m (39.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $8,734,000,  Roadway Improvement Cost: $5,115,000,  Total Project Cost: $13,849,000 ( 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: 104088,  Location: EXIT 15 OF PIP (Lat: 41.235133,  Lng: -74.033872),  Route carried "on" structure: County highway ,  Year Built: 1951,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 4,443 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,497 (year 2040),  Design Load: HS 20,  Features Intersected: 987C 987C85011176, 987C,  Facility Carried by Structure: COUNTY ROAD 106
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.771,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 84.9 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.23m (13.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,148,000,  Roadway Improvement Cost: $1,844,000,  Total Project Cost: $4,992,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1068769,  Location: EXIT 14 - P I P (Lat: 41.220281,  Lng: -74.033633),  Route carried "on" structure: Other road 987C,  Year Built: 1951,  Status: Open,  Structure Length: 3.60m (11.81ft),  Truck Traffic: 2%,  Features Intersected: CR98-WLLOW GRV RD, MINIS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.838,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.59m (11.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $10,238,000,  Roadway Improvement Cost: $5,995,000,  Total Project Cost: $16,234,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106877,  Location: EXIT 16 - P I P (Lat: 41.248861,  Lng: -74.039289),  Route carried "on" structure: Ramp Other road 987A,  Year Built: 1951,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 117 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 165 (year 2040),  Design Load: H 20,  Features Intersected: RTE 987C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,173,000,  Roadway Improvement Cost: $1,858,000,  Total Project Cost: $5,031,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106887,  Location: .8 MI N JCT PIP & SH 210 (Lat: 41.245725,  Lng: -74.030411),  Route carried "on" structure: Other road 987C,  Year Built: 1951,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 26,417 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 37,266 (year 2040),  Design Load: H 20,  Features Intersected: LAKE TIORATI BRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.927,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 38.2m (125.3ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,758,000,  Roadway Improvement Cost: $1,030,000,  Total Project Cost: $2,788,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 106888,  Location: 1.3 MI N JCT PIP+RTE 210 (Lat: 41.249006,  Lng: -74.038511),  Route carried "on" structure: Other road 987C,  Year Built: 1951,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 117 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 165 (year 2040),  Design Load: H 20,  Features Intersected: LAKE TIORATI BRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,743,000,  Roadway Improvement Cost: $1,021,000,  Total Project Cost: $2,764,000 ( Estimate for 2021)

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Structure Number: 106889,  Location: 1.4 MI N JCT PIP+RTE 210 (Lat: 41.249811,  Lng: -74.041506),  Route carried "on" structure: Other road 987C,  Year Built: 1950,  Status: Open,  Structure Length: 0.98m (3.22ft),  Truck Traffic: 2%,  Design Load: H 20,  Features Intersected: LAKE TIORATI BRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.957,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.1 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $895,000,  Roadway Improvement Cost: $524,000,  Total Project Cost: $1,419,000 ( Estimate for 2021)

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Structure Number: 106895,  Location: 2.4 MI N JCT PIP+RTE 202 (Lat: 41.219117,  Lng: -74.032461),  Route carried "on" structure: Ramp Other road 987C,  Year Built: 1951,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 907 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,279 (year 2040),  Design Load: H 20,  Features Intersected: MINISCEONGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $827,000,  Roadway Improvement Cost: $485,000,  Total Project Cost: $1,312,000 ( Estimate for 2021)

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Structure Number: 109152,  Location: 1.5 MI E JCT RTE 210+PIP (Lat: 41.234803,  Lng: -74.009458),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 7,966 (year 2020),  Average Future Daily Traffic: 9,856 (year 2040),  Design Load: HS 20,  Features Intersected: CEDAR POND BROOK,  Facility Carried by Structure: COUNTY ROAD 106
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.056,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 74.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,194,000,  Roadway Improvement Cost: $699,000,  Total Project Cost: $1,893,000 ( Estimate for 2021)

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Structure Number: 109153,  Location: 0.7 MI E JCT RTE 210+PIP (Lat: 41.237711,  Lng: -74.022094),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 4,443 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,497 (year 2040),  Design Load: HS 20,  Features Intersected: CEDAR POND BROOK,  Facility Carried by Structure: COUNTY ROAD 210
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.010,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,061,000,  Roadway Improvement Cost: $1,207,000,  Total Project Cost: $3,268,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 236478,  Location: 2.7 MI NW W HAVERSTRAW (Lat: 41.219861,  Lng: -74.035897),  Route carried "on" structure: Other road ,  Year Built: 1999,  Status: Open,  Structure Length: 1.04m (3.41ft),  Truck Traffic: 4%,  Features Intersected: MINISCEONGO CREEK,  Facility Carried by Structure: WILLOW GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Agenciy,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $635,000,  Roadway Improvement Cost: $372,000,  Total Project Cost: $1,007,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 334584,  Location: 1.7 MI W JCT CR 106 & PIP (Lat: 41.230072,  Lng: -74.061064),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 788 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 957 (year 2040),  Design Load: HS 20,  Features Intersected: MINISCEONGO CREEK,  Facility Carried by Structure: COUNTY ROAD 106
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.068,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $293,000,  Total Project Cost: $792,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 33459,  Location: 3.4 MI SW OF STONY POINT (Lat: 41.219567,  Lng: -74.044206),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,575 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,913 (year 2040),  Design Load: HS 20,  Features Intersected: MINISCEONGO CREEK,  Facility Carried by Structure: CALLS HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.425,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 74.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $589,000,  Roadway Improvement Cost: $345,000,  Total Project Cost: $933,000 ( Estimate for 2021)

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Structure Number: 334627,  Location: 1.0 MI W OF STONY POINT (Lat: 41.233444,  Lng: -74.002919),  Route carried "on" structure: Other road ,  Year Built: 1926,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 2,051 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,537 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CEDAR POND BROOK,  Facility Carried by Structure: RESERVOIR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,504,000,  Roadway Improvement Cost: $881,000,  Total Project Cost: $2,385,000 ( 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: 334629,  Location: 0.3 MI S OF STONY POINT (Lat: 41.226608,  Lng: -73.983961),  Route carried "on" structure: Other road ,  Year Built: 1977,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 144 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 202 (year 2038),  Features Intersected: CEDAR POND BROOK,  Facility Carried by Structure: LOWLAND HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 71.0 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: 54.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.37m (7.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,708,000,  Roadway Improvement Cost: $1,000,000,  Total Project Cost: $2,708,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33463,  Location: 1.0 MI NE OF W HAVERSTRAW (Lat: 41.214186,  Lng: -73.967072),  Route carried "on" structure: County highway ,  Year Built: 1928,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 2,075 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,520 (year 2040),  Features Intersected: MINISCEONGO CREEK,  Facility Carried by Structure: GRASSY POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 30.8 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $886,000,  Roadway Improvement Cost: $519,000,  Total Project Cost: $1,405,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334633,  Location: 0.5 MI SE OF STONY POINT (Lat: 41.226364,  Lng: -73.973997),  Route carried "on" structure: County highway ,  Year Built: 1953,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 2,075 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,520 (year 2040),  Features Intersected: MINISCEONGO CREEK,  Facility Carried by Structure: E MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.138,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 43.7 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: 33.7 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: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.13m (10.27ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: September 2019,  Bridge Improvement Cost: $1,444,000,  Roadway Improvement Cost: $846,000,  Total Project Cost: $2,289,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334634,  Location: 0.2 MI SE OF STONY POINT (Lat: 41.228178,  Lng: -73.976639),  Route carried "on" structure: Business Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 1,766 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,185 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CSXT RIVER LINE,  Facility Carried by Structure: EAST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.443,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,176,000,  Roadway Improvement Cost: $689,000,  Total Project Cost: $1,865,000 ( 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: 509154,  Location: LAKE WELCH PKWY-HARRIMAN (Lat: 41.231525,  Lng: -74.089050),  Route carried "on" structure: Other road 987A,  Year Built: 1967,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 191 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 232 (year 2040),  Features Intersected: COUNTY ROAD 106
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.636,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 83.6 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,925,000,  Roadway Improvement Cost: $1,127,000,  Total Project Cost: $3,052,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5521481,  Location: 4.6 MI NW OF W HAVERSTRAW (Lat: 41.250639,  Lng: -74.049175),  Route carried "on" structure: Other road 987A,  Year Built: 1967,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 46 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 55 (year 2040),  Design Load: H 20,  Features Intersected: TIORATI BROOK, TIORATI B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.997,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.9m (130.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.08m (29.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $5,312,000,  Roadway Improvement Cost: $3,111,000,  Total Project Cost: $8,423,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5521482,  Location: 4.6 MI NW OF W.HAVERSTRAW (Lat: 41.250364,  Lng: -74.048403),  Route carried "on" structure: Other road 987A,  Year Built: 1970,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 46 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 55 (year 2040),  Features Intersected: TIORATI BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.045,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 84.9 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: 65.4 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,765,000,  Roadway Improvement Cost: $1,033,000,  Total Project Cost: $2,798,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 552149,  Location: 4.1 MI N OF MOUNT IVY (Lat: 41.249258,  Lng: -74.042072),  Route carried "on" structure: Other road 987A,  Year Built: 1967,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 91 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 110 (year 2040),  Features Intersected: TIORATI BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.592,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,428,000,  Roadway Improvement Cost: $836,000,  Total Project Cost: $2,263,000 ( Estimate for 2021)

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Structure Number: 734632,  Location: .8 MILE N OF STONY POINT (Lat: 41.241064,  Lng: -73.976639),  Route carried "on" structure: Other road ,  Year Built: 1985,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.92m (6.30ft),  Truck Traffic: 4%,  Features Intersected: CSX TRANS/ RVR LN,  Facility Carried by Structure: STONY PT PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 3.1m (10.2ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Excellent,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 84.4 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $220,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $349,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 104088,  Location: EXIT 15 OF PIP (Lat: 41.235133,  Lng: -74.033872),  Route carried "under" structure: Other road ,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 14,300 (year 1979),  Features Intersected: 987C 987C85011176, 987C,  Facility Carried by Structure: COUNTY ROAD 106
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 29.606,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1068769,  Location: EXIT 14 - P I P (Lat: 41.220281,  Lng: -74.033633),  Route carried "under" structure: County highway ,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 900 (year 1982),  Features Intersected: CR98-WLLOW GRV RD, MINIS,  Facility Carried by Structure: RTE 987C
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 106877,  Location: EXIT 16 - P I P (Lat: 41.248861,  Lng: -74.039289),  Route carried "under" structure: Other road 987C,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 7,640 (year 1979),  Features Intersected: RTE 987C,  Facility Carried by Structure: RTE 987A
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 19.244,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 509154,  Location: LAKE WELCH PKWY-HARRIMAN (Lat: 41.231525,  Lng: -74.089050),  Route carried "under" structure: County highway ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2021),  Features Intersected: COUNTY ROAD 106,  Facility Carried by Structure: RTE 987A
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 5521481,  Location: 4.6 MI NW OF W HAVERSTRAW (Lat: 41.250639,  Lng: -74.049175),  Route carried "under" structure: ServiceOther road ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: TIORATI BROOK, TIORATI B,  Facility Carried by Structure: RTE 987A
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 771214,  Location: AT STONY POINT (Lat: 41.232086,  Lng: -73.977681),  Route carried "under" structure: County highway ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2021),  Features Intersected: TOMPKINS RD. CR75,  Facility Carried by Structure: CSXT RIVER LINE
Minimum Vertical Clearance: 3.07m (10.07ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.3m (24.0ft)