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

Find on map >>   Show street view

Structure Number: 1006109,  Location: JCT RTS 9A+I287 (Lat: 41.057994,  Lng: -73.816831),  Route carried "on" structure: Interstate 287,  Year Built: 2004,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 80,071 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 135,592 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 9A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.064,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.3m (138.8ft),  Curb-To-Curb Width: 34.9m (114.5ft),  Out-to-Out Width: 36.5m (119.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.41m (14.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $6,290,000,  Roadway Improvement Cost: $3,683,000,  Total Project Cost: $9,973,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 1037229,  Location: ROUTE 287I INT (Lat: 41.059292,  Lng: -73.828656),  Route carried "on" structure: Interstate 287,  Year Built: 2003,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 66,018 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 111,794 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 119
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.066,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 58.2m (190.9ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 67.5m (221.5ft),  Curb-To-Curb Width: 55.9m (183.4ft),  Out-to-Out Width: 59.1m (193.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 67.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $15,354,000,  Roadway Improvement Cost: $8,991,000,  Total Project Cost: $24,346,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 103724,  Location: .1 MI E JCT SH 119 & SMRP (Lat: 41.055325,  Lng: -73.820742),  Route carried "on" structure: State highway 119,  Year Built: 1938,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 28,174 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,306 (year 2040),  Design Load: H 20,  Features Intersected: SAW MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.765,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $734,000,  Roadway Improvement Cost: $430,000,  Total Project Cost: $1,164,000 ( Estimate for 2021)

Find on map >>   Show street view

Structure Number: 1044579,  Location: JCT I287 & SMRP (Lat: 41.058711,  Lng: -73.821014),  Route carried "on" structure: Interstate 287,  Year Built: 1999,  Status: Open,  Structure Length: 31.46m (103.22ft),  Truck Traffic: 15%,  Design Load: HS 25 or greater,  Features Intersected: SAW MILL RVR PKWY NB, Ra
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.565,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.2m (145.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 56.0m (183.7ft),  Curb-To-Curb Width: 44.1m (144.7ft),  Out-to-Out Width: 45.8m (150.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.45m (103.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $33,022,000,  Roadway Improvement Cost: $19,338,000,  Total Project Cost: $52,360,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 104459,  Location: .5 MI E JCT I287 & SMRP (Lat: 41.056992,  Lng: -73.812656),  Route carried "on" structure: Other road ,  Year Built: 2005,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 1,574 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,204 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 287I287I87011009, RTE I2,  Facility Carried by Structure: WINTHROP AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.6m (149.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 82.6 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: 63.8 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,540,000,  Roadway Improvement Cost: $1,487,000,  Total Project Cost: $4,027,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 1044619,  Location: 0.6 MI E JCT RTS I287+9A (Lat: 41.050781,  Lng: -73.808100),  Route carried "on" structure: Interstate 287,  Year Built: 2004,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 80,071 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 135,592 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CATSKILL AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.125,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 39.3m (128.9ft),  Out-to-Out Width: 42.4m (139.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.54m (18.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $10,170,000,  Roadway Improvement Cost: $5,955,000,  Total Project Cost: $16,125,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 107044,  Location: .2 MI W JCT I287 & SMRP (Lat: 41.058672,  Lng: -73.825456),  Route carried "on" structure: Ramp Other road ,  Year Built: 1981,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 11,018 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 18,657 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP D TO SMRP,  Facility Carried by Structure: RAMP S TO SMRP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 78.0 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.23m (13.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $854,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $1,354,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

Find on map >>   Show street view

Structure Number: 107045,  Location: 1.5 MI N INT 287I & SBSP (Lat: 41.073728,  Lng: -73.801806),  Route carried "on" structure: State highway 100C,  Year Built: 1981,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 19,381 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,472 (year 2040),  Design Load: HS 20,  Features Intersected: 987F 987F87012066 SB, RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.802,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 86.2 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.52m (24.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $8,158,000,  Roadway Improvement Cost: $4,777,000,  Total Project Cost: $12,936,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1070461,  Location: 0.4MI N INT 287I & SBSP (Lat: 41.059594,  Lng: -73.808836),  Route carried "on" structure: Other road 987F,  Year Built: 1981,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 43,572 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 61,467 (year 2040),  Design Load: HS 20,  Features Intersected: CATSKILL AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.173,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  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: 25.2m (82.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,699,000,  Roadway Improvement Cost: $995,000,  Total Project Cost: $2,694,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 1070462,  Location: 0.4MI N INT 287I & SBSP (Lat: 41.059331,  Lng: -73.808694),  Route carried "on" structure: Other road 987F,  Year Built: 1981,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 43,572 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 61,467 (year 2040),  Design Load: HS 20,  Features Intersected: CATSKILL AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.141,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  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: 25.2m (82.7ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,486,000,  Roadway Improvement Cost: $870,000,  Total Project Cost: $2,357,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 1070471,  Location: 0.3MI N INT 287I & SBSP (Lat: 41.058378,  Lng: -73.809397),  Route carried "on" structure: Other road 987F,  Year Built: 1981,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 43,572 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 61,467 (year 2040),  Design Load: HS 20,  Features Intersected: ES RAMP TO SBSP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.028,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 75.8 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: 58.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,256,000,  Roadway Improvement Cost: $1,907,000,  Total Project Cost: $5,163,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1070472,  Location: 0.3MI N INT 287I & SBSP (Lat: 41.058392,  Lng: -73.809072),  Route carried "on" structure: Other road 987F,  Year Built: 1981,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 43,572 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 61,467 (year 2040),  Design Load: HS 20,  Features Intersected: ES RAMP TO SBSP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.028,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 61.2 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: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,222,000,  Roadway Improvement Cost: $1,887,000,  Total Project Cost: $5,108,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 107049,  Location: 0.1 MI S INT 287I & SMRP (Lat: 41.058086,  Lng: -73.822319),  Route carried "on" structure: Ramp Other road ,  Year Built: 1977,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 5,561 (year 2020),  Average Future Daily Traffic: 9,416 (year 2040),  Design Load: HS 20,  Features Intersected: 987D987D87012060 NB, RT,  Facility Carried by Structure: SM RAMP FROM CWE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 41.1 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: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.03m (19.78ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $1,802,000,  Roadway Improvement Cost: $1,055,000,  Total Project Cost: $2,857,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 107051,  Location: S OF INT 287I & SBSP (Lat: 41.051181,  Lng: -73.809189),  Route carried "on" structure: Ramp Other road ,  Year Built: 1981,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 7,620 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,903 (year 2040),  Design Load: HS 20,  Features Intersected: CATSKILL AQUEDUCT,  Facility Carried by Structure: SE RAMP 987F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.42m (17.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,083,000,  Roadway Improvement Cost: $634,000,  Total Project Cost: $1,717,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 107793,  Location: JCT I287 & SAWMILL PKWY (Lat: 41.059686,  Lng: -73.825731),  Route carried "on" structure: Ramp Interstate 987D,  Year Built: 2004,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 6,038 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,224 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RAMPA I287 TO 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 75.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,906,000,  Roadway Improvement Cost: $1,116,000,  Total Project Cost: $3,022,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 50532,  Location: JCT SBSP&I287 AT ELMSFORD (Lat: 41.053889,  Lng: -73.809567),  Route carried "on" structure: Other road 987F,  Year Built: 1970,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 96,840 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 136,612 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 287I287I87011011, RTE I2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.449,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.3m (50.2ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 78.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.33m (37.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $10,002,000,  Roadway Improvement Cost: $5,857,000,  Total Project Cost: $15,859,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

Find on map >>   Show street view

Structure Number: 505321,  Location: JCT SBSP&I287 AT ELMSFORD (Lat: 41.055114,  Lng: -73.810406),  Route carried "on" structure: Other road 987F,  Year Built: 1970,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 87,144 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 122,934 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 287I287I87011011, RTE I2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.626,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.3m (50.2ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.94m (39.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $10,145,000,  Roadway Improvement Cost: $5,941,000,  Total Project Cost: $16,085,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 5053371,  Location: JCT SBSP&119 AT ELMSFORD (Lat: 41.050244,  Lng: -73.810889),  Route carried "on" structure: Other road 987F,  Year Built: 2013,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 48,420 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 68,306 (year 2040),  Design Load: HL 93,  Features Intersected: RTE 119
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.063,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.2m (181.1ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.69m (18.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,988,000,  Roadway Improvement Cost: $2,335,000,  Total Project Cost: $6,324,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5053372,  Location: JCT SBSP&119 AT ELMSFORD (Lat: 41.050122,  Lng: -73.810703),  Route carried "on" structure: Other road 987F,  Year Built: 2013,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 48,420 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 68,306 (year 2040),  Design Load: HL 93,  Features Intersected: RTE 119
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.063,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.9m (176.8ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 74.5 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: 57.3 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.57m (18.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $6,179,000,  Roadway Improvement Cost: $3,618,000,  Total Project Cost: $9,797,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5500749,  Location: 1.2 MI N JCT RTS SMRP&I87 (Lat: 41.055567,  Lng: -73.821272),  Route carried "on" structure: Other road 987D,  Year Built: 1934,  Status: Open,  Structure Length: 2.71m (8.89ft),  Truck Traffic: 2%,  Features Intersected: RTE 119
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.828,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,746,000,  Roadway Improvement Cost: $2,194,000,  Total Project Cost: $5,940,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 550171,  Location: 0.5 MI S JCT RTS SBSP+287 (Lat: 41.047814,  Lng: -73.812494),  Route carried "on" structure: Other road ,  Year Built: 1966,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 2,223 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,112 (year 2034),  Design Load: HS 20,  Features Intersected: 987FX SB, RTE 987F,  Facility Carried by Structure: HARTSDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.788,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,464,000,  Roadway Improvement Cost: $1,443,000,  Total Project Cost: $3,906,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1006109,  Location: JCT RTS 9A+I287 (Lat: 41.057994,  Lng: -73.816831),  Route carried "under" structure: State highway 9A,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 17,075 (year 2000),  Features Intersected: RTE 9A,  Facility Carried by Structure: RTE I287
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 10.298,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.3m (138.8ft)

Find on map >>   Show street view

Structure Number: 1037229,  Location: ROUTE 287I INT (Lat: 41.059292,  Lng: -73.828656),  Route carried "under" structure: State highway 119,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 29,185 (year 1998),  Features Intersected: RTE 119,  Facility Carried by Structure: RTE I287
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 3.347,  Lanes on structure: 10,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 67.5m (221.5ft)

Find on map >>   Show street view

Structure Number: 1044579,  Location: JCT I287 & SMRP (Lat: 41.058711,  Lng: -73.821014),  Route carried "under" structure: State highway ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1987),  Features Intersected: SAW MILL RVR PKWY NB, Ra,  Facility Carried by Structure: RTE I287
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 18.182,  Lanes on structure: 8,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 56.0m (183.7ft)

Find on map >>   Show street view

Structure Number: 104459,  Location: .5 MI E JCT I287 & SMRP (Lat: 41.056992,  Lng: -73.812656),  Route carried "under" structure: Interstate 287,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 68,077 (year 2002),  Features Intersected: 287I287I87011009, RTE I2,  Facility Carried by Structure: WINTHROP AVENUE
Minimum Vertical Clearance: 7.99m (26.21ft),  Kilometerpoint: 1.512,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.6m (149.6ft)

Find on map >>   Show street view

Structure Number: 107044,  Location: .2 MI W JCT I287 & SMRP (Lat: 41.058672,  Lng: -73.825456),  Route carried "under" structure: Ramp Other road ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: RAMP D TO SMRP,  Facility Carried by Structure: RAMP S TO SMRP
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.7m (67.9ft)

Find on map >>   Show street view

Structure Number: 107045,  Location: 1.5 MI N INT 287I & SBSP (Lat: 41.073728,  Lng: -73.801806),  Route carried "under" structure: Other road 987F,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: 987F 987F87012066 SB, RT,  Facility Carried by Structure: RTE 100C
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 33.242,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

Find on map >>   Show street view

Structure Number: 1070471,  Location: 0.3MI N INT 287I & SBSP (Lat: 41.058378,  Lng: -73.809397),  Route carried "under" structure: Ramp Other road ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: ES RAMP TO SBSP,  Facility Carried by Structure: RTE 987F
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.1m (121.7ft)

Find on map >>   Show street view

Structure Number: 1070472,  Location: 0.3MI N INT 287I & SBSP (Lat: 41.058392,  Lng: -73.809072),  Route carried "under" structure: Ramp Other road ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: ES RAMP TO SBSP,  Facility Carried by Structure: RTE 987F
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

Find on map >>   Show street view

Structure Number: 107049,  Location: 0.1 MI S INT 287I & SMRP (Lat: 41.058086,  Lng: -73.822319),  Route carried "under" structure: State highway 987D,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2013),  Features Intersected: 987D987D87012060 NB, RT,  Facility Carried by Structure: SM RAMP FROM CWE
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 18.021,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

Find on map >>   Show street view

Structure Number: 107793,  Location: JCT I287 & SAWMILL PKWY (Lat: 41.059686,  Lng: -73.825731),  Route carried "under" structure: Ramp Interstate ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 12,600 (year 1994),  Features Intersected: RAMPA I287 TO 1,  Facility Carried by Structure: RTE 987D
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

Find on map >>   Show street view

Structure Number: 50532,  Location: JCT SBSP&I287 AT ELMSFORD (Lat: 41.053889,  Lng: -73.809567),  Route carried "under" structure: Interstate 287,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 68,077 (year 2002),  Features Intersected: 287I287I87011011, RTE I2,  Facility Carried by Structure: RTE 987F
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 1.770,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

Find on map >>   Show street view

Structure Number: 50532,  Location: JCT SBSP&I287 AT ELMSFORD (Lat: 41.053889,  Lng: -73.809567),  Route carried "under" structure: Interstate ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: 287I287I87011011, RTE I2,  Facility Carried by Structure: RTE 987F
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 1.770,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

Find on map >>   Show street view

Structure Number: 505321,  Location: JCT SBSP&I287 AT ELMSFORD (Lat: 41.055114,  Lng: -73.810406),  Route carried "under" structure: Interstate 287,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 68,077 (year 2002),  Features Intersected: 287I287I87011011, RTE I2,  Facility Carried by Structure: RTE 987F
Minimum Vertical Clearance: 7.87m (25.82ft),  Kilometerpoint: 1.770,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

Find on map >>   Show street view

Structure Number: 505321,  Location: JCT SBSP&I287 AT ELMSFORD (Lat: 41.055114,  Lng: -73.810406),  Route carried "under" structure: Interstate ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: 287I287I87011011, RTE I2,  Facility Carried by Structure: RTE 987F
Minimum Vertical Clearance: 7.99m (26.21ft),  Kilometerpoint: 1.770,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

Find on map >>   Show street view

Structure Number: 5053371,  Location: JCT SBSP&119 AT ELMSFORD (Lat: 41.050244,  Lng: -73.810889),  Route carried "under" structure: Business State highway 119,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 21,787 (year 2002),  Features Intersected: RTE 119,  Facility Carried by Structure: RTE 987F
Minimum Vertical Clearance: 13.99m (45.90ft),  Kilometerpoint: 4.827,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.2m (181.1ft)

Find on map >>   Show street view

Structure Number: 5053372,  Location: JCT SBSP&119 AT ELMSFORD (Lat: 41.050122,  Lng: -73.810703),  Route carried "under" structure: Business State highway 119,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 21,787 (year 2002),  Features Intersected: RTE 119,  Facility Carried by Structure: RTE 987F
Minimum Vertical Clearance: 14.99m (49.18ft),  Kilometerpoint: 4.827,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.9m (176.8ft)

Find on map >>   Show street view

Structure Number: 5500749,  Location: 1.2 MI N JCT RTS SMRP&I87 (Lat: 41.055567,  Lng: -73.821272),  Route carried "under" structure: State highway 119,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2021),  Features Intersected: RTE 119,  Facility Carried by Structure: RTE 987D
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 3.749,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Frame,  Length of Maximum Span: 26.5m (86.9ft)

Find on map >>   Show street view

Structure Number: 550171,  Location: 0.5 MI S JCT RTS SBSP+287 (Lat: 41.047814,  Lng: -73.812494),  Route carried "under" structure: Other road 987F,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 1971),  Features Intersected: 987FX SB, RTE 987F,  Facility Carried by Structure: HARTSDALE ROAD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.9m (58.7ft)