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

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Structure Number: 1037229,  Location: ROUTE 287I INT (Lat: 41.059283,  Lng: -73.828892),  Route carried "on" structure: Interstate 287,  Year Built: 2003,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 49,611 (year 1998),  Truck Traffic: 18%,  Average Future Daily Traffic: 69,455 (year 2018),  Design Load: HS 25,  Features Intersected: RTE 119
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.393,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 58.1m (190.6ft),  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 55.9m (183.4ft),  Out-to-Out Width: 59.1m (193.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Inventory Rating: 67.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum 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: June 2006,  Bridge Improvement Cost: $664,000,  Roadway Improvement Cost: $388,000,  Total Project Cost: $1,052,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 103724,  Location: .1 MI E JCT SH 119 & SMRP (Lat: 41.055319,  Lng: -73.820750),  Route carried "on" structure: State highway 119,  Year Built: 1938,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 25,202 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,283 (year 2026),  Design Load: H 20,  Features Intersected: SAW MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.873,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  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: 18.2m (59.7ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 73.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $575,000,  Roadway Improvement Cost: $342,000,  Total Project Cost: $917,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1044579,  Location: JCT I287 & SMRP (Lat: 41.058672,  Lng: -73.821000),  Route carried "on" structure: Interstate 287,  Year Built: 1999,  Status: Open,  Structure Length: 31.45m (103.18ft),  Average Daily Traffic: 57,824 (year 2002),  Truck Traffic: 18%,  Average Future Daily Traffic: 80,954 (year 2022),  Design Load: HS 25,  Features Intersected: SAW MILL RVR PKWY, SAW M
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.583,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.1m (144.7ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  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: 45.7m (149.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum 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: August 2007,  Bridge Improvement Cost: $1,679,000,  Roadway Improvement Cost: $999,000,  Total Project Cost: $2,678,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 104459,  Location: .5 MI E JCT I287 & SMRP (Lat: 41.057119,  Lng: -73.812650),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 4.62m (15.16ft),  Average Daily Traffic: 1,677 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,348 (year 2017),  Design Load: HS 25,  Features Intersected: RTE I287,  Facility Carried by Structure: WINTHROP AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  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: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 86.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior 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: 4.62m (15.16ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,679,000,  Roadway Improvement Cost: $999,000,  Total Project Cost: $2,678,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1044619,  Location: 0.6 MI E JCT RTS I287+9A (Lat: 41.051661,  Lng: -73.808558),  Route carried "on" structure: Interstate 287,  Year Built: 2004,  Status: Open,  Structure Length: 5.69m (18.67ft),  Average Daily Traffic: 68,077 (year 2002),  Truck Traffic: 18%,  Average Future Daily Traffic: 95,308 (year 2022),  Design Load: HS 25,  Features Intersected: CATSKILL AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.274,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.7m (61.4ft),  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 42.4m (139.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.69m (18.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,679,000,  Roadway Improvement Cost: $999,000,  Total Project Cost: $2,678,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 107044,  Location: .2 MI W JCT I287 & SMRP (Lat: 41.058728,  Lng: -73.825461),  Route carried "on" structure: Ramp Other road ,  Year Built: 1981,  Status: Open,  Structure Length: 4.23m (13.88ft),  Average Daily Traffic: 7,427 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,878 (year 2017),  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: 0.000,  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: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 45.4 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,  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: April 2006,  Bridge Improvement Cost: $715,000,  Roadway Improvement Cost: $426,000,  Total Project Cost: $1,141,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 1070461,  Location: 0.4MI N INT 287I & SBSP (Lat: 41.059375,  Lng: -73.808669),  Route carried "on" structure: Other road 987F,  Year Built: 1981,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 51,093 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 71,530 (year 2025),  Design Load: HS 20,  Features Intersected: CATSKILL AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.528,  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: 15.6m (51.2ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.9 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: July 2006,  Bridge Improvement Cost: $977,000,  Roadway Improvement Cost: $582,000,  Total Project Cost: $1,559,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1070462,  Location: 0.4MI N INT 287I & SBSP (Lat: 41.059375,  Lng: -73.808669),  Route carried "on" structure: Other road 987F,  Year Built: 1981,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 51,093 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 71,530 (year 2025),  Design Load: HS 20,  Features Intersected: CATSKILL AQUEDUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.528,  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: 16.6m (54.5ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.9 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: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $1,072,000,  Roadway Improvement Cost: $638,000,  Total Project Cost: $1,710,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1070471,  Location: 0.3MI N INT 287I & SBSP (Lat: 41.058236,  Lng: -73.809178),  Route carried "on" structure: Other road 987F,  Year Built: 1981,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 51,093 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 71,530 (year 2025),  Design Load: HS 20,  Features Intersected: ES RAMP TO SBSP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.522,  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: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 80.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: June 2006,  Bridge Improvement Cost: $1,072,000,  Roadway Improvement Cost: $638,000,  Total Project Cost: $1,710,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1070472,  Location: 0.3MI N INT 287I & SBSP (Lat: 41.058236,  Lng: -73.809178),  Route carried "on" structure: Other road 987F,  Year Built: 1981,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 51,093 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 71,530 (year 2025),  Design Load: HS 20,  Features Intersected: ES RAMP TO SBSP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.525,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  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: 17.8m (58.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: June 2006,  Bridge Improvement Cost: $1,072,000,  Roadway Improvement Cost: $638,000,  Total Project Cost: $1,710,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 107049,  Location: 0.1 MI S INT 287I & SMRP (Lat: 41.058083,  Lng: -73.822403),  Route carried "on" structure: Ramp Other road ,  Year Built: 1981,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 13,840 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,092 (year 2017),  Design Load: HS 20,  Features Intersected: RTE 987D,  Facility Carried by Structure: SM RAMP FROM CWE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 30.1m (98.8ft),  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: 94.1 metric tons,  Inventory Rating: 32.6 metric tons,  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: 6.09m (19.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Critical Feature Inspection Date: August 2006,  Bridge Improvement Cost: $748,000,  Roadway Improvement Cost: $445,000,  Total Project Cost: $1,193,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 107051,  Location: S OF INT 287I & SBSP (Lat: 41.051297,  Lng: -73.809006),  Route carried "on" structure: Ramp Other road ,  Year Built: 1981,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 7,381 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,715 (year 2017),  Design Load: HS 20,  Features Intersected: CATSKILL AQUEDUCT,  Facility Carried by Structure: SE RAMP 987F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 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: April 2006,  Bridge Improvement Cost: $2,037,000,  Roadway Improvement Cost: $1,182,000,  Total Project Cost: $3,219,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107793,  Location: JCT I287 & SAWMILL PKWY (Lat: 41.060306,  Lng: -73.825719),  Route carried "on" structure: Ramp Interstate 987D,  Year Built: 2004,  Status: Open,  Structure Length: 3.36m (11.02ft),  Average Daily Traffic: 5,585 (year 1994),  Truck Traffic: 18%,  Average Future Daily Traffic: 8,794 (year 2014),  Design Load: HS 25,  Features Intersected: RAMPA I287 TO 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  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: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.36m (11.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $1,092,000,  Roadway Improvement Cost: $650,000,  Total Project Cost: $1,742,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 50532,  Location: JCT SBSP&I287 AT ELMSFORD (Lat: 41.053550,  Lng: -73.809553),  Route carried "on" structure: Other road 987F,  Year Built: 1970,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 102,186 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 143,060 (year 2025),  Design Load: HS 25,  Features Intersected: RTE I287, ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.485,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 55.3 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: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.89m (39.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $925,000,  Roadway Improvement Cost: $541,000,  Total Project Cost: $1,466,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 505321,  Location: JCT SBSP&I287 AT ELMSFORD (Lat: 41.055219,  Lng: -73.810297),  Route carried "on" structure: Other road 987F,  Year Built: 1970,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 102,186 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 143,060 (year 2025),  Design Load: HS 25,  Features Intersected: RTE I287, ACCESSRD P
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.482,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 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: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 45.4 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.67m (38.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $925,000,  Roadway Improvement Cost: $541,000,  Total Project Cost: $1,466,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5053371,  Location: JCT SBSP&119 AT ELMSFORD (Lat: 41.049947,  Lng: -73.810792),  Route carried "on" structure: Other road 987F,  Year Built: 1970,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 43,742 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 56,510 (year 2022),  Design Load: HS 20,  Features Intersected: RTE 119
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 329.716,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 68.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.90m (29.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $2,706,000,  Roadway Improvement Cost: $1,571,000,  Total Project Cost: $4,277,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5053372,  Location: JCT SBSP&119 AT ELMSFORD (Lat: 41.049947,  Lng: -73.810792),  Route carried "on" structure: Other road 987F,  Year Built: 1970,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 9.23m (30.28ft),  Average Daily Traffic: 39,481 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 51,006 (year 2022),  Design Load: HS 20,  Features Intersected: RTE 119
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 331.020,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.3m (102.7ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Inventory Rating: 66.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.23m (30.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $3,733,000,  Roadway Improvement Cost: $2,167,000,  Total Project Cost: $5,900,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 550171,  Location: 0.5 MI S JCT RTS SBSP+287 (Lat: 41.047567,  Lng: -73.812308),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 2,791 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,907 (year 2017),  Design Load: HS 20,  Features Intersected: RTE 987F,  Facility Carried by Structure: HARTSDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  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: Good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $2,265,000,  Roadway Improvement Cost: $1,315,000,  Total Project Cost: $3,580,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1037229,  Location: ROUTE 287I INT (Lat: 41.059283,  Lng: -73.828892),  Route carried "under" structure: State highway 119,  Year Built: 2003,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 20,853 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 119,  Facility Carried by Structure: RTE I287
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 2.961,  Lanes on structure: 10,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 67.5m (221.5ft)

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Structure Number: 1044579,  Location: JCT I287 & SMRP (Lat: 41.058672,  Lng: -73.821000),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 31.45m (103.18ft),  Average Daily Traffic: 33,300 (year 1987),  Truck Traffic: 6%,  Features Intersected: SAW MILL RVR PKWY, SAW M,  Facility Carried by Structure: RTE I287
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 56.0m (183.7ft)

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Structure Number: 104459,  Location: .5 MI E JCT I287 & SMRP (Lat: 41.057119,  Lng: -73.812650),  Route carried "under" structure: Interstate 287,  Year Built: 2005,  Structure Length: 4.62m (15.16ft),  Average Daily Traffic: 68,077 (year 2002),  Truck Traffic: 18%,  Features Intersected: RTE I287,  Facility Carried by Structure: WINTHROP AVENUE
Minimum Vertical Clearance: 7.99m (26.21ft),  Kilometerpoint: 0.782,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.6m (149.6ft)

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Structure Number: 1070471,  Location: 0.3MI N INT 287I & SBSP (Lat: 41.058236,  Lng: -73.809178),  Route carried "under" structure: Ramp Other road ,  Year Built: 1981,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 8%,  Features Intersected: ES RAMP TO SBSP,  Facility Carried by Structure: RTE 987F
Minimum Vertical Clearance: 0.00m,  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)

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Structure Number: 1070472,  Location: 0.3MI N INT 287I & SBSP (Lat: 41.058236,  Lng: -73.809178),  Route carried "under" structure: Ramp Other road ,  Year Built: 1981,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 8%,  Features Intersected: ES RAMP TO SBSP,  Facility Carried by Structure: RTE 987F
Minimum Vertical Clearance: 0.00m,  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)

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Structure Number: 107049,  Location: 0.1 MI S INT 287I & SMRP (Lat: 41.058083,  Lng: -73.822403),  Route carried "under" structure: Other road 987D,  Year Built: 1981,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 987D,  Facility Carried by Structure: SM RAMP FROM CWE
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 9.751,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 107793,  Location: JCT I287 & SAWMILL PKWY (Lat: 41.060306,  Lng: -73.825719),  Route carried "under" structure: Ramp Interstate ,  Year Built: 2004,  Structure Length: 3.36m (11.02ft),  Average Daily Traffic: 12,600 (year 1994),  Truck Traffic: 18%,  Features Intersected: RAMPA I287 TO 1,  Facility Carried by Structure: RTE 987D
Minimum Vertical Clearance: 0.49m (1.61ft),  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)

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Structure Number: 50532,  Location: JCT SBSP&I287 AT ELMSFORD (Lat: 41.053550,  Lng: -73.809553),  Route carried "under" structure: Interstate 287,  Year Built: 1970,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 68,077 (year 2002),  Truck Traffic: 18%,  Features Intersected: RTE I287, ACCESS ROAD,  Facility Carried by Structure: RTE 987F
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 8.319,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.4m (135.8ft)

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Structure Number: 505321,  Location: JCT SBSP&I287 AT ELMSFORD (Lat: 41.055219,  Lng: -73.810297),  Route carried "under" structure: Interstate 287,  Year Built: 1970,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 68,077 (year 2002),  Truck Traffic: 18%,  Features Intersected: RTE I287, ACCESSRD P,  Facility Carried by Structure: RTE 987F
Minimum Vertical Clearance: 7.99m (26.21ft),  Kilometerpoint: 8.125,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 5053371,  Location: JCT SBSP&119 AT ELMSFORD (Lat: 41.049947,  Lng: -73.810792),  Route carried "under" structure: Business State highway 119,  Year Built: 1970,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 21,787 (year 2002),  Truck Traffic: 6%,  Features Intersected: RTE 119,  Facility Carried by Structure: RTE 987F
Minimum Vertical Clearance: 13.99m (45.90ft),  Kilometerpoint: 4.811,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 5053372,  Location: JCT SBSP&119 AT ELMSFORD (Lat: 41.049947,  Lng: -73.810792),  Route carried "under" structure: Business State highway 119,  Year Built: 1970,  Structure Length: 9.23m (30.28ft),  Average Daily Traffic: 21,787 (year 2002),  Truck Traffic: 6%,  Features Intersected: RTE 119,  Facility Carried by Structure: RTE 987F
Minimum Vertical Clearance: 14.99m (49.18ft),  Kilometerpoint: 4.811,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 550171,  Location: 0.5 MI S JCT RTS SBSP+287 (Lat: 41.047567,  Lng: -73.812308),  Route carried "under" structure: Other road 987F,  Year Built: 1966,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 10,500 (year 1971),  Truck Traffic: 6%,  Features Intersected: RTE 987F,  Facility Carried by Structure: HARTSDALE ROAD
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.9m (58.7ft)