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

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Structure Number: 222413,  Location: 1.0 MI SW OF SPARKILL (Lat: 41.024325,  Lng: -73.948094),  Route carried "on" structure: Other road ,  Year Built: 1931,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,454 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,510 (year 2040),  Features Intersected: SPARKILL CREEK,  Facility Carried by Structure: KINGS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $543,000,  Roadway Improvement Cost: $318,000,  Total Project Cost: $860,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 227106,  Location: 500' S of CR 8 (Lat: 41.020581,  Lng: -73.946831),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 3,936 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,954 (year 2040),  Design Load: HL 93,  Features Intersected: Sparkill Creek,  Facility Carried by Structure: Oak Tree Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 68.0 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: 52.5 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: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal 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: June 2020,  Bridge Improvement Cost: $545,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $864,000 ( 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: 334595,  Location: 3.6 MI NW OF SPARKILL (Lat: 41.060544,  Lng: -73.985789),  Route carried "on" structure: Other road ,  Year Built: 1925,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,667 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,062 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: HACKENSACK RIVER,  Facility Carried by Structure: BLAUVELT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $729,000,  Roadway Improvement Cost: $427,000,  Total Project Cost: $1,156,000 ( 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: 334596,  Location: 3.2 MI SW OF NYACK (Lat: 41.070242,  Lng: -73.975531),  Route carried "on" structure: Other road ,  Year Built: 1983,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 2,186 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,704 (year 2040),  Design Load: HS 20,  Features Intersected: HACKENSACK RIVER,  Facility Carried by Structure: FIFTH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.6 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $920,000,  Roadway Improvement Cost: $539,000,  Total Project Cost: $1,459,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 334597,  Location: 3.8 MI NW OF SPARKILL (Lat: 41.058781,  Lng: -73.992458),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,745 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,549 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NAURAUSHAUN BROOK,  Facility Carried by Structure: SICKLETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $710,000,  Roadway Improvement Cost: $416,000,  Total Project Cost: $1,126,000 ( Estimate for 2021)

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Structure Number: 334598,  Location: 5.2 MI NW OF SPARKILL (Lat: 41.056375,  Lng: -74.023792),  Route carried "on" structure: Other road ,  Year Built: 1930,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,241 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,937 (year 2038),  Features Intersected: MUDDY CREEK,  Facility Carried by Structure: JEFFERSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $265,000,  Roadway Improvement Cost: $155,000,  Total Project Cost: $421,000 ( Estimate for 2021)

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Structure Number: 334599,  Location: 3.2 MI NW OF SPARKILL (Lat: 41.044164,  Lng: -73.988053),  Route carried "on" structure: County highway ,  Year Built: 1954,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 14,052 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,070 (year 2040),  Design Load: HS 20,  Features Intersected: TAPPAN LAKE,  Facility Carried by Structure: VETERANS MEMORIAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.250,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 3.65m (11.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,567,000,  Roadway Improvement Cost: $1,503,000,  Total Project Cost: $4,071,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3346,  Location: 3.2 MI NW OF SPARKILL (Lat: 41.054517,  Lng: -73.981983),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 2,495 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,030 (year 2040),  Design Load: HS 20,  Features Intersected: TAPPAN LAKE,  Facility Carried by Structure: CONVENT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  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: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.8 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: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $2,255,000,  Roadway Improvement Cost: $1,321,000,  Total Project Cost: $3,576,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 334602,  Location: 5.9 MI NW OF SPARKILL (Lat: 41.059550,  Lng: -74.035933),  Route carried "on" structure: Other road ,  Year Built: 1930,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 8,819 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,911 (year 2040),  Features Intersected: PASCACK BROOK,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Owner: County Highway 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: 10.0m (32.8ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 21.7 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: 16.8 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: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021,  Bridge Improvement Cost: $873,000,  Roadway Improvement Cost: $512,000,  Total Project Cost: $1,385,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334603,  Location: 1.8 MI NW OF SPARKILL (Lat: 41.051186,  Lng: -73.949386),  Route carried "on" structure: Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 4,549 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,369 (year 2037),  Design Load: HS 20,  Features Intersected: CSX TRANS/RIVR LN,  Facility Carried by Structure: MOUNTAIN VIEW AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 62.5 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: 33.0 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.54m (14.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,300,000,  Roadway Improvement Cost: $761,000,  Total Project Cost: $2,062,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 334604,  Location: 1.5 MI NW OF SPARKILL (Lat: 41.046433,  Lng: -73.949383),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 8,891 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,800 (year 2040),  Design Load: HL 93,  Features Intersected: CSX Transportation,  Facility Carried by Structure: ORANGEBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.661,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 69.0 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: 39.5 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.71m (12.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,613,000,  Roadway Improvement Cost: $2,701,000,  Total Project Cost: $7,314,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 334606,  Location: 1.0 MI SW OF SPARKILL (Lat: 41.021833,  Lng: -73.946744),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 4,852 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,894 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SPARKILL CREEK,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $337,000,  Roadway Improvement Cost: $197,000,  Total Project Cost: $534,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 334607,  Location: 0.6 MI S OF PIERMONT (Lat: 41.028794,  Lng: -73.926075),  Route carried "on" structure: Other road ,  Year Built: 1950,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,310 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,834 (year 2037),  Features Intersected: SPARKILL CREEK,  Facility Carried by Structure: WILLIAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $620,000,  Roadway Improvement Cost: $363,000,  Total Project Cost: $983,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 334609,  Location: 1.0 MI S OF SPARKILL (Lat: 41.015853,  Lng: -73.937492),  Route carried "on" structure: Other road ,  Year Built: 2014,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 6,689 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,125 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SPARKILL CREEK,  Facility Carried by Structure: OAK TREE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $878,000,  Roadway Improvement Cost: $514,000,  Total Project Cost: $1,392,000 ( Estimate for 2021)

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Structure Number: 336473,  Location: 1.7 MI W OF PIERMONT (Lat: 41.046761,  Lng: -73.945958),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 8,891 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,800 (year 2040),  Features Intersected: SPARKILL CREEK,  Facility Carried by Structure: ORANGEBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.967,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 76.2 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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $803,000,  Roadway Improvement Cost: $470,000,  Total Project Cost: $1,273,000 ( Estimate for 2021)

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Structure Number: 336474,  Location: 4.4 MI NW OF PIERMONT (Lat: 41.061403,  Lng: -73.994428),  Route carried "on" structure: Other road ,  Year Built: 1974,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 4,995 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,180 (year 2040),  Features Intersected: NAURAUSHAUN BROOK,  Facility Carried by Structure: BLAUVELT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $691,000,  Roadway Improvement Cost: $405,000,  Total Project Cost: $1,095,000 ( Estimate for 2021)

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Structure Number: 336475,  Location: 3.8 MI W OF SOUTH NYACK (Lat: 41.078783,  Lng: -73.997453),  Route carried "on" structure: Other road ,  Year Built: 1974,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 5,222 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,343 (year 2040),  Features Intersected: NAURAUSHAUN BROOK,  Facility Carried by Structure: TOWNLINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.800,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $724,000,  Roadway Improvement Cost: $424,000,  Total Project Cost: $1,148,000 ( Estimate for 2021)

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Structure Number: 336928,  Location: 3 MILES NW OF SPARKILL (Lat: 41.069717,  Lng: -73.951247),  Route carried "on" structure: Other road ,  Year Built: 1999,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 502 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 621 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CSX TRANS/ RVR LN,  Facility Carried by Structure: LEBER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,986,000,  Roadway Improvement Cost: $1,163,000,  Total Project Cost: $3,149,000 ( 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: 5516341,  Location: I87N-I287W NB / Hudson Rv (Lat: 41.074742,  Lng: -73.919600),  Route carried "on" structure: Interstate 87,  Year Built: 2017,  Status: Open,  Structure Length: 482.74m (1583.79ft),  Average Daily Traffic: 62,394 (year 2014),  Truck Traffic: 15%,  Average Future Daily Traffic: 105,658 (year 2040),  Design Load: HL 93,  Features Intersected: Hudson River, MNRR HU LI
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 347.5m (1,140.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stayed Girder,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 41,  Length of Maximum Span: 365.8m (1,200.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 97.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 482.74m (1583.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $500,000,000,  Roadway Improvement Cost: $292,800,000,  Total Project Cost: $792,800,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 5516342,  Location: I87SB-I287EB / Hudson Rvr (Lat: 41.074781,  Lng: -73.919150),  Route carried "on" structure: Interstate 87,  Year Built: 2018,  Status: Open,  Structure Length: 484.45m (1589.40ft),  Average Daily Traffic: 78,144 (year 2014),  Truck Traffic: 14%,  Average Future Daily Traffic: 134,251 (year 2039),  Design Load: HL 93,  Features Intersected: Fisher Drive, Hudson Riv
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.4m (83.3ft),  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 347.5m (1,140.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stayed Girder,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 41,  Length of Maximum Span: 365.8m (1,200.1ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 484.44m (1589.37ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $500,000,000,  Roadway Improvement Cost: $292,800,000,  Total Project Cost: $792,800,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 104534,  Location: 1 MI S JCT SH 303 & PIP (Lat: 41.021556,  Lng: -73.942469),  Route carried "under" structure: County highway ,  Year Built: 1932,  Structure Length: 0. m,  Average Daily Traffic: 7,982 (year 2018),  Truck Traffic: 3%,  Features Intersected: WASHINGTN ST-CR 8,  Facility Carried by Structure: RTE 303
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 0.660,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 104536,  Location: JCT RTE 303+PIP (Lat: 41.035919,  Lng: -73.946003),  Route carried "under" structure: Other road 987C,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 35,500 (year 1979),  Features Intersected: 987C 987C85011025 WB, RT,  Facility Carried by Structure: RTE 303
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 4.183,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 104618,  Location: JCT RTS 340+PIP (Lat: 41.017750,  Lng: -73.928844),  Route carried "under" structure: Other road ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 19,250 (year 1979),  Features Intersected: 987C 987C85011010,  Facility Carried by Structure: RTE 340
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1068529,  Location: 0.8 MI S JCT PIP+RTE 340 (Lat: 41.007456,  Lng: -73.921481),  Route carried "under" structure: County highway ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 1,136 (year 2018),  Truck Traffic: 1%,  Features Intersected: CR 33-CLOSTER RD,  Facility Carried by Structure: RTE 987C
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 106853,  Location: .5 MI S JCT PIP & SH 340 (Lat: 41.012122,  Lng: -73.923747),  Route carried "under" structure: Other road 987C,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 36,100 (year 1979),  Features Intersected: 987C 987C85011005 SB, RT,  Facility Carried by Structure: OAK TREE ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 18.343,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 106856,  Location: 0.5 MI N JCT PIP+RTE 340 (Lat: 41.023256,  Lng: -73.935392),  Route carried "under" structure: Other road 987C,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 36,100 (year 1979),  Features Intersected: 987CX NB, RTE 987C,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 106857,  Location: 1.1 MI N JCT PIP+RTE 340 (Lat: 41.030567,  Lng: -73.940392),  Route carried "under" structure: Other road 987C,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 36,100 (year 1979),  Features Intersected: RTE 987C,  Facility Carried by Structure: KINGS HIGHWAY
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 3.379,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 106858,  Location: 1.1 MI N JCT PIP+RTE 340 (Lat: 41.030472,  Lng: -73.939706),  Route carried "under" structure: Other road 987C,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 19,600 (year 1979),  Features Intersected: RTE 987C,  Facility Carried by Structure: KINGS HIGHWAY
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 3.379,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 1068619,  Location: .3 MI N JCT PIP & SH 303 (Lat: 41.038522,  Lng: -73.950792),  Route carried "under" structure: Other road ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 1982),  Features Intersected: WESTERN HIGHWAY,  Facility Carried by Structure: RTE 987C
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 1068629,  Location: 1.0 MI N JCT PIP+RTE 303 (Lat: 41.045469,  Lng: -73.958539),  Route carried "under" structure: Other road 987C,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 1979),  Features Intersected: RTE 987C,  Facility Carried by Structure: ORANGEBURG ROAD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 5.648,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 1068639,  Location: 1.7 MI N JCT PIP+RTE 303 (Lat: 41.054669,  Lng: -73.964764),  Route carried "under" structure: Other road ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 2,495 (year 2016),  Truck Traffic: 3%,  Features Intersected: CONVENT ROAD COUNTY ROAD,  Facility Carried by Structure: RTE 987C
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 16.7m (54.8ft)

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Structure Number: 106864,  Location: 2.1 MI N JCT PIP & SH 303 (Lat: 41.058858,  Lng: -73.970758),  Route carried "under" structure: Other road 987C,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 19,440 (year 1979),  Features Intersected: RTE 987C,  Facility Carried by Structure: VAN WYCK ROAD
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 7.562,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 106866,  Location: 3.1 MI N JCT PIP & SH 303 (Lat: 41.069586,  Lng: -73.980336),  Route carried "under" structure: Other road 987C,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 38,730 (year 1979),  Features Intersected: 987C 987C85011056 NB,,  Facility Carried by Structure: SICKLETOWN ROAD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 9.010,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 1068679,  Location: 3.2 MI N JCT PIP & SH 303 (Lat: 41.078683,  Lng: -73.984956),  Route carried "under" structure: Other road ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 5,222 (year 2015),  Truck Traffic: 4%,  Features Intersected: TOWN LINE ROAD,  Facility Carried by Structure: RTE 987C
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 1.239,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 106897,  Location: IN ORANGEBURG (Lat: 41.059250,  Lng: -73.970733),  Route carried "under" structure: Other road 987C,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 19,290 (year 1979),  Features Intersected: RTE 987C,  Facility Carried by Structure: VAN WYCK ROAD
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 7.562,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 1068989,  Location: 1.0 MI N JCT PIP+RTE 303 (Lat: 41.045614,  Lng: -73.958242),  Route carried "under" structure: Other road 987C,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 14,799 (year 1979),  Features Intersected: RTE 987C,  Facility Carried by Structure: ORANGEBURG ROAD
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 5.648,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 106899,  Location: JCT PIP+RTE 340 (Lat: 41.018147,  Lng: -73.928808),  Route carried "under" structure: Other road 987C,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: RTE 987C,  Facility Carried by Structure: RTE 340
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 1091171,  Location: 2.4 MI S JCT RTS 304+59 (Lat: 41.068164,  Lng: -74.025825),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 2,058 (year 2018),  Truck Traffic: 2%,  Features Intersected: W CROOKED HILL RD,  Facility Carried by Structure: RTE 304
Minimum Vertical Clearance: 8.05m (26.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 1091172,  Location: 2.4 MI S JCT RTS 304+59 (Lat: 41.068186,  Lng: -74.025617),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 2,058 (year 2018),  Truck Traffic: 2%,  Features Intersected: W CROOKED HILL RD,  Facility Carried by Structure: RTE 304
Minimum Vertical Clearance: 7.87m (25.82ft),  Kilometerpoint: 0.611,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 1091181,  Location: 2.3 MI S JCT SH304 & SH59 (Lat: 41.069331,  Lng: -74.024817),  Route carried "under" structure: ServiceOther road ,  Year Built: 1968,  Structure Length: 0. m,  Features Intersected: RAILROAD AVENUE, MNRR PV,  Facility Carried by Structure: RTE 304
Minimum Vertical Clearance: 8.99m (29.49ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 1091182,  Location: 2.3 MI S JCT SH304 & SH59 (Lat: 41.069167,  Lng: -74.024778),  Route carried "under" structure: Other road ,  Year Built: 1968,  Structure Length: 0. m,  Features Intersected: RAILROAD AVENUE, MNRR PV,  Facility Carried by Structure: RTE 304
Minimum Vertical Clearance: 7.99m (26.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 1091191,  Location: 1.8 MI S JCT RTS 304+59 (Lat: 41.071139,  Lng: -74.015742),  Route carried "under" structure: Other road ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1982),  Features Intersected: BANTING WAY,  Facility Carried by Structure: RTE 304
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 1091192,  Location: 1.8 MI S JCT RTS 304+59 (Lat: 41.070967,  Lng: -74.015728),  Route carried "under" structure: Other road ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1982),  Features Intersected: BANTING WAY,  Facility Carried by Structure: RTE 304
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 10912,  Location: 1.6 MI S JCT SH59 & SH304 (Lat: 41.072339,  Lng: -74.013156),  Route carried "under" structure: State highway 304,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 10,800 (year 1979),  Features Intersected: 304 304 85012019 WB, RT,  Facility Carried by Structure: MIDDLETOWN ROAD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 3.009,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 1091211,  Location: 1.0 MI S JCT RTS 304+59 (Lat: 41.078897,  Lng: -74.006347),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1982),  Features Intersected: TOWN LINE RD CR42,  Facility Carried by Structure: RTE 304
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.0m (55.8ft)

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Structure Number: 1091212,  Location: 1.0 MI S JCT RTS 304+59 (Lat: 41.078914,  Lng: -74.006144),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1982),  Features Intersected: TOWN LINE RD CR42,  Facility Carried by Structure: RTE 304
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.0m (55.8ft)

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Structure Number: 337009,  Location: .2 MI S Jct Rte 303 & 340 (Lat: 41.042728,  Lng: -73.945550),  Route carried "under" structure: State highway 303,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 23,010 (year 2002),  Features Intersected: RTE 303,  Facility Carried by Structure: JB ClarkRailTrail
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 3.057,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 770165,  Location: 1.5 MI S JCT SH 59 & PIP (Lat: 41.071158,  Lng: -73.981133),  Route carried "under" structure: Other road 987C,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 1972),  Features Intersected: RTE 987C,  Facility Carried by Structure: EX-ERIE LKWANA RR
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.9m (58.7ft)