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


  • National Bridge Inventory (NBI) Statistics
  • 89Number of bridges
  • 577ft / 176mTotal length
  • $247,988,000Total costs
  • 1,535,501Total average daily traffic
  • 31,806Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Mount Pleasant
  • No street view available for this location

New bridges in Mount Pleasant, NY - historical statistics
  • New bridges - historical statistics
  • 41920-1929
  • 241930-1939
  • 11940-1949
  • 31950-1959
  • 41960-1969
  • 411970-1979
  • 21980-1989
  • 81990-1999
  • 22000-2009
Reconstructed bridges in Mount Pleasant, NY - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 51990-1999
  • 02000-2009
  • 12010-2019
Average Bridge Daily Traffic in Mount Pleasant, NY
Average Bridge Truck Traffic in Mount Pleasant, NY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 2.6%Very good
  • 33.3%Good
  • 43.6%Satisfactory
  • 20.5%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 2.1%Excellent
  • 4.3%Very good
  • 21.3%Good
  • 31.9%Satisfactory
  • 34.0%Fair
  • 6.4%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 25.5%Good
  • 57.4%Satisfactory
  • 14.9%Fair
  • 2.1%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 10.5%Very good
  • 10.5%Good
  • 15.8%Satisfactory
  • 63.2%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 20.0%Good
  • 60.0%Satisfactory
  • 20.0%Fair
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Structure Number: 5500842,  Location: 4.7 MI SE OF OSSINING (Lat: 41.124233,  Lng: -73.783628),  Route carried "on" structure: Ramp Other road ,  Year Built: 1949,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 2,753 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,883 (year 2040),  Design Load: H 20,  Features Intersected: SAW MILL RIVER,  Facility Carried by Structure: TO SAWMILL R PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.8 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $822,000,  Roadway Improvement Cost: $481,000,  Total Project Cost: $1,304,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 5500859,  Location: 1.6 MI E JCT RTS SMRP+TSP (Lat: 41.124875,  Lng: -73.786889),  Route carried "on" structure: Other road 987D,  Year Built: 1930,  Year Reconstructed: 1995,  Status: Posted for load-capacity,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 43,863 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 61,877 (year 2040),  Design Load: HS 20,  Features Intersected: SAW MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.077,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,519,000,  Roadway Improvement Cost: $890,000,  Total Project Cost: $2,409,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 550201,  Location: 2.2 MI S JCT RTS BRP+TSP (Lat: 41.074539,  Lng: -73.775189),  Route carried "on" structure: County highway ,  Year Built: 1931,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 5,071 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,274 (year 2040),  Features Intersected: 987G 987G87011005, RTE 9,  Facility Carried by Structure: LEGION DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $592,000,  Roadway Improvement Cost: $347,000,  Total Project Cost: $938,000 ( Estimate for 2021)
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Structure Number: 5502029,  Location: 0.4 MI S JCT RTS BRP+TSP (Lat: 41.097211,  Lng: -73.794275),  Route carried "on" structure: Other road 987G,  Year Built: 1927,  Status: Posted for load,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 13,648 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,253 (year 2040),  Features Intersected: MNRR HA LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.910,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.7m (100.7ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.13m (10.27ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $4,200,000,  Roadway Improvement Cost: $2,460,000,  Total Project Cost: $6,660,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5502031,  Location: 0.2 MI S JCT RTS BRP+TSP (Lat: 41.099464,  Lng: -73.797922),  Route carried "on" structure: Other road 987F,  Year Built: 1972,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 38,274 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 53,992 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 987G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.887,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: 5.66m (18.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,181,000,  Roadway Improvement Cost: $1,863,000,  Total Project Cost: $5,043,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5502032,  Location: 0.2 MI S JCT RTS BRP+TSP (Lat: 41.099272,  Lng: -73.797819),  Route carried "on" structure: Other road 987F,  Year Built: 1972,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 38,274 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 53,992 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 987G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.887,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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: 5.51m (18.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,179,000,  Roadway Improvement Cost: $1,862,000,  Total Project Cost: $5,041,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5502059,  Location: JCT TSP & SH 141 (Lat: 41.107622,  Lng: -73.799208),  Route carried "on" structure: Other road 987G,  Year Built: 1972,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 88,809 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 125,282 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 141
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.213,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $6,264,000,  Roadway Improvement Cost: $3,668,000,  Total Project Cost: $9,933,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5502079,  Location: 4.1 MI NE OF TARRYTOWN (Lat: 41.108375,  Lng: -73.800303),  Route carried "on" structure: Other road 987G,  Year Built: 1972,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 58,435 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 82,434 (year 2040),  Design Load: HS 20,  Features Intersected: SAW MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.342,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,005,000,  Roadway Improvement Cost: $589,000,  Total Project Cost: $1,594,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 550208,  Location: 4.1 MI NE OF TARRYTOWN (Lat: 41.108064,  Lng: -73.801397),  Route carried "on" structure: Other road 987D,  Year Built: 1972,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 9,688 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,666 (year 2040),  Design Load: HS 20,  Features Intersected: SAW MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.981,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.7m (18.7ft)

Condition: Channel: Fair,  Culverts: Good,  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $272,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $431,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5502091,  Location: JCT OF RTS SMRP+TSP (Lat: 41.109703,  Lng: -73.801658),  Route carried "on" structure: Other road 987G,  Year Built: 1972,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 29,218 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,217 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 987DX WB, RTE 987D, Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.471,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.5 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: 39.9 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 replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.23m (30.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $4,848,000,  Roadway Improvement Cost: $2,839,000,  Total Project Cost: $7,687,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5502092,  Location: JCT OF RTS SMRP+TSP (Lat: 41.109894,  Lng: -73.801528),  Route carried "on" structure: Other road 987G,  Year Built: 1972,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 29,218 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,217 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 987DX WB, RTE 987D, RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.471,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 51.5 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: 39.9 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: 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: 9.23m (30.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $4,848,000,  Roadway Improvement Cost: $2,839,000,  Total Project Cost: $7,687,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5502109,  Location: JCT OF RTS SMRP+TSP (Lat: 41.109572,  Lng: -73.801797),  Route carried "on" structure: Ramp Other road ,  Year Built: 1969,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 12,381 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,465 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 987DX SB, RTE 987D, RTE,  Facility Carried by Structure: RAMPS TO 987G
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.724,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 8.32m (27.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $7,007,000,  Roadway Improvement Cost: $4,103,000,  Total Project Cost: $11,111,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 552385,  Location: 1.5 MI S CR40 JCT ON TSP (Lat: 41.123861,  Lng: -73.808806),  Route carried "on" structure: State highway 987G,  Year Built: 1992,  Status: Open,  Structure Length: 4.60m (15.09ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: RTE 117
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.208,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.4 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: 51.8 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,857,000,  Roadway Improvement Cost: $2,844,000,  Total Project Cost: $7,701,000 ( 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: 552386,  Location: 1 MI S OF CR40 JCT ON TSP (Lat: 41.130475,  Lng: -73.815069),  Route carried "on" structure: Ramp Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 11,742 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,564 (year 2040),  Design Load: HS 20,  Features Intersected: 987G987G87011050 EB, RTE,  Facility Carried by Structure: RAMPFROM TSP NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.3m (115.8ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.16m (23.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,789,000,  Roadway Improvement Cost: $1,633,000,  Total Project Cost: $4,422,000 ( 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: 100614,  Location: JCT RTS 117+9A+TSP (Lat: 41.123678,  Lng: -73.809742),  Route carried "under" structure: State highway 9A,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 31,686 (year 1999),  Features Intersected: RTE 9A, RTE 987G,  Facility Carried by Structure: RTE 117
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 18.278,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 100614,  Location: JCT RTS 117+9A+TSP (Lat: 41.123678,  Lng: -73.809742),  Route carried "under" structure: State highway 987G,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 69,204 (year 2002),  Features Intersected: RTE 9A, RTE 987G,  Facility Carried by Structure: RTE 117
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 7.015,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 103715,  Location: 2.9 MI E JCT US 9 & SH448 (Lat: 41.109397,  Lng: -73.820206),  Route carried "under" structure: Other road ,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: BUTTERMILK HILL R,  Facility Carried by Structure: RTE 448
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 9.4m (30.8ft)

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Structure Number: 103716,  Location: JCT RTS 117+9A (Lat: 41.123719,  Lng: -73.810533),  Route carried "under" structure: State highway 9A,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 31,686 (year 1999),  Features Intersected: RTE 9A,  Facility Carried by Structure: RTE 117
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 18.278,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 12.1m (39.7ft)

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Structure Number: 103799,  Location: JCT TSP & RTE 141 (Lat: 41.107239,  Lng: -73.800508),  Route carried "under" structure: Spur State highway 141,  Year Built: 1951,  Structure Length: 0. m,  Average Daily Traffic: 18,379 (year 2002),  Features Intersected: RTE 141,  Facility Carried by Structure: RAMP TO TSP SB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 105444,  Location: 2.7 MI S JCT RTE 100+TSP (Lat: 41.149733,  Lng: -73.825575),  Route carried "under" structure: State highway 100,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 48,124 (year 2002),  Features Intersected: RTE 100,  Facility Carried by Structure: RTE 9A
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 4.634,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 10705,  Location: JCT CR 301 & SH 100 (Lat: 41.090264,  Lng: -73.803439),  Route carried "under" structure: Other road ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: 987F SB, 987F,  Facility Carried by Structure: HOSPITAL RD
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 18.664,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

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Structure Number: 107475,  Location: 1.8 MI S JCT RT 133 &TSP (Lat: 41.157667,  Lng: -73.818281),  Route carried "under" structure: Other road ,  Year Built: 1994,  Structure Length: 0. m,  Features Intersected: CHAPPAQUA RD,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 107734,  Location: .57 MI N JCT TSP & Rt 117 (Lat: 41.130089,  Lng: -73.816022),  Route carried "under" structure: State highway 9A,  Year Built: 2007,  Structure Length: 0. m,  Features Intersected: RTE 9A
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 34.095,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.0m (167.3ft)

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Structure Number: 1091031,  Location: JCT SH 9A & SH100 & SH141 (Lat: 41.106733,  Lng: -73.807031),  Route carried "under" structure: Spur State highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 1977),  Features Intersected: SH100 & 141 RAMPS EB, SH,  Facility Carried by Structure: RTE 9A
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.097,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1091032,  Location: JCT SH 9A & SH100 & SH141 (Lat: 41.106739,  Lng: -73.806839),  Route carried "under" structure: Spur State highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 1977),  Features Intersected: SH100 & 141 RAMPS EB, SH,  Facility Carried by Structure: RTE 9A
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1091071,  Location: 0.7 MI E JCT RTS 117+9 (Lat: 41.108525,  Lng: -73.844828),  Route carried "under" structure: Other road ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 378 (year 2019),  Truck Traffic: 4%,  Features Intersected: SLEEPY HOLLOW RD, POCANT,  Facility Carried by Structure: RTE 117
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 1091072,  Location: 0.7 MI E JCT RTS 117+9 (Lat: 41.108319,  Lng: -73.844936),  Route carried "under" structure: Other road ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 378 (year 2019),  Truck Traffic: 4%,  Features Intersected: SLEEPY HOLLOW RD, POCANT,  Facility Carried by Structure: RTE 117
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 1091081,  Location: 2.7 MI E JCT RTS 117+9 (Lat: 41.121342,  Lng: -73.822689),  Route carried "under" structure: Spur Other road ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 378 (year 2019),  Truck Traffic: 4%,  Features Intersected: OLD SLEEPY HOLLOW ROAD,  Facility Carried by Structure: RTE 117
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 2.993,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 1091082,  Location: 2.7 MI E JCT SH117 & US 9 (Lat: 41.121242,  Lng: -73.822439),  Route carried "under" structure: Spur Other road ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 378 (year 2019),  Truck Traffic: 4%,  Features Intersected: OLD SLEEPY HOLLOW ROAD,  Facility Carried by Structure: RTE 117
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 3.025,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 109111,  Location: JCT RTE 100+SBP (Lat: 41.095283,  Lng: -73.802267),  Route carried "under" structure: Other road 987F,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 34,850 (year 1978),  Features Intersected: 987F 987F87012080 SB, RT,  Facility Carried by Structure: RTE 100
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 19.308,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 1091331,  Location: JCT S H 117 & U S 9 (Lat: 41.110350,  Lng: -73.858381),  Route carried "under" structure: US 9,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 14,883 (year 2000),  Features Intersected: 9 9 87032097 WB, RTE 9,  Facility Carried by Structure: RTE 117
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 13.419,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 1091332,  Location: JCT S H 117 & U S 9 (Lat: 41.110186,  Lng: -73.858406),  Route carried "under" structure: US 9,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 14,883 (year 2000),  Features Intersected: 9 9 87032097 SB, RTE 9,  Facility Carried by Structure: RTE 117
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 13.419,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 209104,  Location: .2 MI E JCT S H 117/GB RD (Lat: 41.109128,  Lng: -73.854533),  Route carried "under" structure: State highway 117,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,734 (year 2002),  Features Intersected: RTE 117,  Facility Carried by Structure: BRIDLE PATH
Minimum Vertical Clearance: 10.99m (36.06ft),  Kilometerpoint: 0.354,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 64.6m (211.9ft)

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Structure Number: 209106,  Location: .5 MI E JCT SH 117 & US 9 (Lat: 41.107819,  Lng: -73.849475),  Route carried "under" structure: State highway 117,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,734 (year 2002),  Features Intersected: RTE 117,  Facility Carried by Structure: BRIDLE PATH
Minimum Vertical Clearance: 12.99m (42.62ft),  Kilometerpoint: 0.788,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 58.8m (192.9ft)

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Structure Number: 226571,  Location: .8 MILE E OF N TARRYTOWN (Lat: 41.087711,  Lng: -73.837478),  Route carried "under" structure: Other road ,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 2,057 (year 2018),  Truck Traffic: 4%,  Features Intersected: LAKE ROAD,  Facility Carried by Structure: KYKUIT HILL ROAD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 11.5m (37.7ft)

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Structure Number: 250204,  Location: .5 MI S JCT TSP & SMRP (Lat: 41.104422,  Lng: -73.796339),  Route carried "under" structure: Other road ,  Year Built: 1920,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2021),  Features Intersected: 987F SB, 987F, MNRR HA L,  Facility Carried by Structure: CHELSEA STREET
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 16.573,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.2m (82.7ft)

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Structure Number: 5006131,  Location: JCT SMRP&RTE 9A HAWTHORNE (Lat: 41.108067,  Lng: -73.806383),  Route carried "under" structure: State highway 9A,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 16,915 (year 1999),  Features Intersected: 9A 9A87032103 SB, RTE 9,  Facility Carried by Structure: RTE 987D
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 16.460,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 5006132,  Location: JCT SMRP&RTE 9A HAWTHORNE (Lat: 41.107989,  Lng: -73.806222),  Route carried "under" structure: State highway 9A,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 16,915 (year 1999),  Features Intersected: 9A 9A 870321026 SB, RTE,  Facility Carried by Structure: RTE 987D
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 16.460,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 550201,  Location: 2.2 MI S JCT RTS BRP+TSP (Lat: 41.074539,  Lng: -73.775189),  Route carried "under" structure: Other road 987G,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 20,520 (year 2021),  Features Intersected: 987G 987G87011005, RTE 9,  Facility Carried by Structure: LEGION DRIVE
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 5502031,  Location: 0.2 MI S JCT RTS BRP+TSP (Lat: 41.099464,  Lng: -73.797922),  Route carried "under" structure: Other road 987G,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 2021),  Features Intersected: RTE 987G,  Facility Carried by Structure: RTE 987F
Minimum Vertical Clearance: 6.27m (20.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 5502032,  Location: 0.2 MI S JCT RTS BRP+TSP (Lat: 41.099272,  Lng: -73.797819),  Route carried "under" structure: Other road 987G,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 2021),  Features Intersected: RTE 987G,  Facility Carried by Structure: RTE 987F
Minimum Vertical Clearance: 7.08m (23.23ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 5502059,  Location: JCT TSP & SH 141 (Lat: 41.107622,  Lng: -73.799208),  Route carried "under" structure: State highway 141,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 6,850 (year 1979),  Features Intersected: RTE 141,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 16.138,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 5502091,  Location: JCT OF RTS SMRP+TSP (Lat: 41.109703,  Lng: -73.801658),  Route carried "under" structure: Other road 987D,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 4,320 (year 2021),  Features Intersected: 987DX WB, RTE 987D, Ramp,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 5502091,  Location: JCT OF RTS SMRP+TSP (Lat: 41.109703,  Lng: -73.801658),  Route carried "under" structure: Other road ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 4,560 (year 2021),  Features Intersected: 987DX WB, RTE 987D, Ramp,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 5502092,  Location: JCT OF RTS SMRP+TSP (Lat: 41.109894,  Lng: -73.801528),  Route carried "under" structure: Other road 987D,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 4,320 (year 2021),  Features Intersected: 987DX WB, RTE 987D, RAMP,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 5502092,  Location: JCT OF RTS SMRP+TSP (Lat: 41.109894,  Lng: -73.801528),  Route carried "under" structure: Other road ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 4,560 (year 2021),  Features Intersected: 987DX WB, RTE 987D, RAMP,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 5502109,  Location: JCT OF RTS SMRP+TSP (Lat: 41.109572,  Lng: -73.801797),  Route carried "under" structure: Other road 987D,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 4,320 (year 2021),  Features Intersected: 987DX SB, RTE 987D, RTE,  Facility Carried by Structure: RAMPS TO 987G
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 25.422,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.2m (82.7ft)

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Structure Number: 552385,  Location: 1.5 MI S CR40 JCT ON TSP (Lat: 41.123861,  Lng: -73.808806),  Route carried "under" structure: State highway 117,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 12,100 (year 1981),  Features Intersected: RTE 117,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 4.827,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 552386,  Location: 1 MI S OF CR40 JCT ON TSP (Lat: 41.130475,  Lng: -73.815069),  Route carried "under" structure: Other road 987G,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 2021),  Features Intersected: 987G987G87011050 EB, RTE,  Facility Carried by Structure: RAMPFROM TSP NB
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 7.884,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.3m (115.8ft)

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Structure Number: 552464,  Location: 0.5 MI N OF JCT RT 9 &117 (Lat: 41.118950,  Lng: -73.860583),  Route carried "under" structure: US 9,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 15,567 (year 2000),  Features Intersected: RTE 9,  Facility Carried by Structure: CROTON AQUD TRAIL
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 16.734,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 48.1m (157.8ft)

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Structure Number: 771283,  Location: 4.3 MI NE N TARRYTOWN (Lat: 41.124219,  Lng: -73.782664),  Route carried "under" structure: Other road ,  Year Built: 1938,  Structure Length: 0. m,  Features Intersected: MARBLE AVENUE,  Facility Carried by Structure: MNRR HA LINE
Minimum Vertical Clearance: 3.98m (13.06ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.4m (76.8ft)

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