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

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Structure Number: 100634,  Location: JCT RTE 9D & FISHKILL CR (Lat: 41.497925,  Lng: -73.966725),  Route carried "on" structure: State highway 9D,  Year Built: 1933,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 5,192 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,307 (year 2040),  Features Intersected: FISHKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.951,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.1m (98.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $7,340,000,  Roadway Improvement Cost: $4,299,000,  Total Project Cost: $11,639,000 ( Estimate for 2021)

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Structure Number: 100635,  Location: JCT RTS 9D & RR AT BEACON (Lat: 41.498172,  Lng: -73.967364),  Route carried "on" structure: State highway 9D,  Year Built: 1998,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 5,192 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,307 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MNRR BE LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.031,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: 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: December 2020,  Bridge Improvement Cost: $1,372,000,  Roadway Improvement Cost: $803,000,  Total Project Cost: $2,175,000 ( 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: 100636,  Location: JCT SH 9D & I84 (Lat: 41.517844,  Lng: -73.973689),  Route carried "on" structure: State highway 9D,  Year Built: 1964,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 19,221 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,311 (year 2040),  Design Load: HS 20,  Features Intersected: 84I 84I82021014, RTE I84
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 10.330,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Serious,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.57m (18.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $4,754,000,  Roadway Improvement Cost: $2,784,000,  Total Project Cost: $7,538,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1026819,  Location: .9 MI E JCT I84 & SH 9D (Lat: 41.524622,  Lng: -73.959819),  Route carried "on" structure: Interstate 84,  Year Built: 1963,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 43,706 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 74,011 (year 2040),  Design Load: HS 20,  Features Intersected: FIRST FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.411,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 44.6m (146.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $2,563,000,  Roadway Improvement Cost: $1,501,000,  Total Project Cost: $4,065,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1026821,  Location: AT CAMP BEACON CORR FACIL (Lat: 41.530122,  Lng: -73.941892),  Route carried "on" structure: Interstate 84,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 27,934 (year 2001),  Truck Traffic: 15%,  Design Load: HS 20+Mod,  Features Intersected: CR36-RED SCHLHS R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.052,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,625,000,  Roadway Improvement Cost: $952,000,  Total Project Cost: $2,577,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1026822,  Location: AT CAMP BEACON CORR FACIL (Lat: 41.529781,  Lng: -73.941914),  Route carried "on" structure: Interstate 84,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 21,853 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 37,006 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CR36-RED SCHLHS R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.068,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.05m (13.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,625,000,  Roadway Improvement Cost: $952,000,  Total Project Cost: $2,577,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 226253,  Location: IN THE CITY OF BEACON (Lat: 41.504058,  Lng: -73.984600),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 2,304 (year 2020),  Average Future Daily Traffic: 2,850 (year 2040),  Design Load: HS 20,  Features Intersected: Parking Access Road, MNR,  Facility Carried by Structure: BEEKMAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.8m (120.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.8 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.62m (28.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $4,053,000,  Roadway Improvement Cost: $2,373,000,  Total Project Cost: $6,426,000 ( 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: 226261,  Location: IN THE CITY OF BEACON (Lat: 41.500686,  Lng: -73.963514),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 889 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,245 (year 2036),  Features Intersected: FISHKILL CREEK,  Facility Carried by Structure: CHURCHILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 68.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.32m (10.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,158,000,  Roadway Improvement Cost: $1,264,000,  Total Project Cost: $3,422,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226262,  Location: IN THE CITY OF BEACON (Lat: 41.502397,  Lng: -73.962169),  Route carried "on" structure: City street ,  Year Built: 1911,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 4,056 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,678 (year 2036),  Design Load: HS 20,  Features Intersected: FISHKILL CREEK,  Facility Carried by Structure: EAST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 2,  Owner: City or Municipal 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: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 37.9 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: 27.9 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: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,347,000,  Roadway Improvement Cost: $789,000,  Total Project Cost: $2,136,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 334313,  Location: AT GLENHAM (Lat: 41.517228,  Lng: -73.932922),  Route carried "on" structure: Other road ,  Year Built: 1920,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 4,739 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,635 (year 2038),  Features Intersected: FISHKILL CREEK,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,578,000,  Roadway Improvement Cost: $924,000,  Total Project Cost: $2,502,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552401,  Location: .9 MI S OF BEACON RR STA (Lat: 41.491317,  Lng: -73.981650),  Route carried "on" structure: State lands road ,  Year Built: 1915,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 634 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 888 (year 2040),  Features Intersected: MNRR HU LINE,  Facility Carried by Structure: DENNING'S PT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 1,  Owner: State Agenciy,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.7m (100.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $3,803,000,  Roadway Improvement Cost: $2,227,000,  Total Project Cost: $6,030,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 100636,  Location: JCT SH 9D & I84 (Lat: 41.517844,  Lng: -73.973689),  Route carried "under" structure: Interstate 84,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 39,923 (year 2019),  Truck Traffic: 19%,  Features Intersected: 84I 84I82021014, RTE I84,  Facility Carried by Structure: RTE 9D
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 1.641,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 1026819,  Location: .9 MI E JCT I84 & SH 9D (Lat: 41.524622,  Lng: -73.959819),  Route carried "under" structure: State lands road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: FIRST FARM ROAD,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 7.0m (23.0ft)

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Structure Number: 1026821,  Location: AT CAMP BEACON CORR FACIL (Lat: 41.530122,  Lng: -73.941892),  Route carried "under" structure: County highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 2,632 (year 2020),  Truck Traffic: 3%,  Features Intersected: CR36-RED SCHLHS R,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 1.142,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 1026822,  Location: AT CAMP BEACON CORR FACIL (Lat: 41.529781,  Lng: -73.941914),  Route carried "under" structure: County highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 2,632 (year 2020),  Truck Traffic: 3%,  Features Intersected: CR36-RED SCHLHS R,  Facility Carried by Structure: RTE I84
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)