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

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Structure Number: 1006129,  Location: JCT RTS 9A + 100 + 41 (Lat: 41.107156,  Lng: -73.806819),  Route carried "on" structure: State highway 9A,  Year Built: 1972,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 16,815 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 20,426 (year 2040),  Design Load: HS 20,  Features Intersected: SAW MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.760,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.0m (19.7ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $913,000,  Roadway Improvement Cost: $535,000,  Total Project Cost: $1,447,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100614,  Location: JCT RTS 117+9A+TSP (Lat: 41.123678,  Lng: -73.809742),  Route carried "on" structure: State highway 117,  Year Built: 1936,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 14,232 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,298 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 9A, RTE 987G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.682,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 6.1m (20.0ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $4,996,000,  Roadway Improvement Cost: $2,925,000,  Total Project Cost: $7,921,000 ( Estimate for 2021)

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Structure Number: 100615,  Location: 0.8 MI N JCT RTS 9A+117 (Lat: 41.133414,  Lng: -73.818136),  Route carried "on" structure: State highway 9A,  Year Built: 1929,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 38,538 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,719 (year 2040),  Design Load: HS 20,  Features Intersected: POCANTICO RIVER.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.978,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 78.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $893,000,  Roadway Improvement Cost: $523,000,  Total Project Cost: $1,416,000 ( 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: 100618,  Location: 2.1 MI N JCT RTS 9A+117 (Lat: 41.150033,  Lng: -73.826144),  Route carried "on" structure: State highway 9A,  Year Built: 1931,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 31,652 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,800 (year 2040),  Design Load: HS 20,  Features Intersected: POCANTICO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.989,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,329,000,  Roadway Improvement Cost: $778,000,  Total Project Cost: $2,107,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1036069,  Location: JCT RTE 100+SBP (Lat: 40.946506,  Lng: -73.849617),  Route carried "on" structure: State highway 100,  Year Built: 1962,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 45,811 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 46,026 (year 2040),  Design Load: HS 20,  Features Intersected: 987F 987F, RTE 987F, GR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.738,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.27m (20.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $11,882,000,  Roadway Improvement Cost: $6,958,000,  Total Project Cost: $18,840,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 103714,  Location: 1.1 MI E JCT SH 448 & US9 (Lat: 41.094856,  Lng: -73.842731),  Route carried "on" structure: State highway 448,  Year Built: 1931,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,042 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,763 (year 2040),  Design Load: H 20,  Features Intersected: ROCKEFELLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.754,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $912,000,  Roadway Improvement Cost: $534,000,  Total Project Cost: $1,446,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103715,  Location: 2.9 MI E JCT US 9 & SH448 (Lat: 41.109397,  Lng: -73.820206),  Route carried "on" structure: State highway 448,  Year Built: 1931,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 3,042 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,763 (year 2040),  Design Load: H 20,  Features Intersected: BUTTERMILK HILL R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.634,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Agenciy,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,274,000,  Roadway Improvement Cost: $746,000,  Total Project Cost: $2,020,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103716,  Location: JCT RTS 117+9A (Lat: 41.123719,  Lng: -73.810533),  Route carried "on" structure: State highway 117,  Year Built: 1931,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 14,232 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,298 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 9A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.747,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,511,000,  Roadway Improvement Cost: $2,056,000,  Total Project Cost: $5,567,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 103799,  Location: JCT TSP & RTE 141 (Lat: 41.107239,  Lng: -73.800508),  Route carried "on" structure: Ramp Other road ,  Year Built: 1951,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 9,688 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,666 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 141,  Facility Carried by Structure: RAMP TO TSP SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.9 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,854,000,  Roadway Improvement Cost: $1,086,000,  Total Project Cost: $2,939,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105333,  Location: 2.5 MI S JCT RTE 100+TSP (Lat: 41.147933,  Lng: -73.824614),  Route carried "on" structure: State highway 100,  Year Built: 1967,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 38,538 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,719 (year 2040),  Design Load: H 20,  Features Intersected: POCANTICO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.651,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 64.5 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: 49.6 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $435,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $690,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 105444,  Location: 2.7 MI S JCT RTE 100+TSP (Lat: 41.149733,  Lng: -73.825575),  Route carried "on" structure: State highway 9A,  Year Built: 1931,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 31,652 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,800 (year 2040),  Design Load: H 20,  Features Intersected: RTE 100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.925,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,459,000,  Roadway Improvement Cost: $2,026,000,  Total Project Cost: $5,485,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 10705,  Location: JCT CR 301 & SH 100 (Lat: 41.090264,  Lng: -73.803439),  Route carried "on" structure: Other road ,  Year Built: 1981,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 7,338 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,079 (year 2040),  Design Load: HS 20,  Features Intersected: 987F SB, 987F,  Facility Carried by Structure: HOSPITAL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Poor,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,726,000,  Roadway Improvement Cost: $2,182,000,  Total Project Cost: $5,908,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 107475,  Location: 1.8 MI S JCT RT 133 &TSP (Lat: 41.157667,  Lng: -73.818281),  Route carried "on" structure: State highway 987G,  Year Built: 1994,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 64,265 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 90,658 (year 2040),  Design Load: HS 20,  Features Intersected: CHAPPAQUA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.183,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.2m (95.8ft),  Curb-To-Curb Width: 32.5m (106.6ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 59.9 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: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $6,134,000,  Roadway Improvement Cost: $3,592,000,  Total Project Cost: $9,726,000 ( 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: 107734,  Location: .57 MI N JCT TSP & Rt 117 (Lat: 41.130089,  Lng: -73.816022),  Route carried "on" structure: Ramp State highway 9A,  Year Built: 2007,  Status: Posted for load,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 2,002 (year 2009),  Average Future Daily Traffic: 2,803 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: RTE 9A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.0m (167.3ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,063,000,  Roadway Improvement Cost: $1,794,000,  Total Project Cost: $4,857,000 ( 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: 1091031,  Location: JCT SH 9A & SH100 & SH141 (Lat: 41.106733,  Lng: -73.807031),  Route carried "on" structure: State highway 9A,  Year Built: 1972,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 8,408 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 10,213 (year 2040),  Design Load: HS 20,  Features Intersected: SH100 & 141 RAMPS EB, SH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.680,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 67.1 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: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.96m (16.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,668,000,  Roadway Improvement Cost: $1,563,000,  Total Project Cost: $4,231,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1091032,  Location: JCT SH 9A & SH100 & SH141 (Lat: 41.106739,  Lng: -73.806839),  Route carried "on" structure: State highway 9A,  Year Built: 1972,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 8,408 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 10,213 (year 2040),  Design Load: HS 20,  Features Intersected: SH100 & 141 RAMPS EB, SH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.680,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 53.8 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: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.96m (16.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,960,000,  Roadway Improvement Cost: $1,148,000,  Total Project Cost: $3,108,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1091051,  Location: .4 MI E JCT SH 117 & US 9 (Lat: 41.108106,  Lng: -73.850633),  Route carried "on" structure: State highway 117,  Year Built: 1970,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 5,052 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,075 (year 2040),  Features Intersected: BRIDLE PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,815,000,  Roadway Improvement Cost: $1,063,000,  Total Project Cost: $2,878,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1091052,  Location: .4 MI E JCT SH 117 & US 9 (Lat: 41.107964,  Lng: -73.850678),  Route carried "on" structure: State highway 117,  Year Built: 1970,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 5,052 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,075 (year 2040),  Features Intersected: BRIDLE PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,915,000,  Roadway Improvement Cost: $1,122,000,  Total Project Cost: $3,037,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1091071,  Location: 0.7 MI E JCT RTS 117+9 (Lat: 41.108525,  Lng: -73.844828),  Route carried "on" structure: State highway 117,  Year Built: 1970,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 5,052 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,075 (year 2040),  Features Intersected: SLEEPY HOLLOW RD, POCANT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.142,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.15m (20.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $4,910,000,  Roadway Improvement Cost: $2,875,000,  Total Project Cost: $7,786,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1091072,  Location: 0.7 MI E JCT RTS 117+9 (Lat: 41.108319,  Lng: -73.844936),  Route carried "on" structure: State highway 117,  Year Built: 1970,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 5,052 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,075 (year 2040),  Features Intersected: SLEEPY HOLLOW RD, POCANT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.142,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.15m (20.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $4,799,000,  Roadway Improvement Cost: $2,811,000,  Total Project Cost: $7,610,000 ( 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: 1091081,  Location: 2.7 MI E JCT RTS 117+9 (Lat: 41.121342,  Lng: -73.822689),  Route carried "on" structure: State highway 117,  Year Built: 1970,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 5,052 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,075 (year 2040),  Features Intersected: OLD SLEEPY HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.636,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.95m (9.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,220,000,  Roadway Improvement Cost: $1,886,000,  Total Project Cost: $5,106,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1091082,  Location: 2.7 MI E JCT SH117 & US 9 (Lat: 41.121242,  Lng: -73.822439),  Route carried "on" structure: State highway 117,  Year Built: 1970,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 5,052 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,075 (year 2040),  Features Intersected: OLD SLEEPY HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.636,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.98m (9.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,088,000,  Roadway Improvement Cost: $1,808,000,  Total Project Cost: $4,896,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109111,  Location: JCT RTE 100+SBP (Lat: 41.095283,  Lng: -73.802267),  Route carried "on" structure: State highway 100,  Year Built: 1972,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 6,970 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,467 (year 2040),  Design Load: HS 20,  Features Intersected: 987F 987F87012080 SB, RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.606,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 78.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.97m (22.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $8,279,000,  Roadway Improvement Cost: $4,848,000,  Total Project Cost: $13,128,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1091331,  Location: JCT S H 117 & U S 9 (Lat: 41.110350,  Lng: -73.858381),  Route carried "on" structure: State highway 117,  Year Built: 1970,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 5,052 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,075 (year 2040),  Features Intersected: 9 9 87032097 WB, RTE 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.2 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.13m (10.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,863,000,  Roadway Improvement Cost: $1,677,000,  Total Project Cost: $4,540,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1091332,  Location: JCT S H 117 & U S 9 (Lat: 41.110186,  Lng: -73.858406),  Route carried "on" structure: State highway 117,  Year Built: 1970,  Status: Open,  Structure Length: 3.15m (10.33ft),  Average Daily Traffic: 5,052 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,075 (year 2040),  Features Intersected: 9 9 87032097 SB, RTE 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.2 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.14m (10.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,808,000,  Roadway Improvement Cost: $1,644,000,  Total Project Cost: $4,452,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2038,  Location: JCT RTE 141&RR (HAWTHORN) (Lat: 41.107394,  Lng: -73.796436),  Route carried "on" structure: State highway 141,  Year Built: 1951,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 7,557 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,180 (year 2040),  Features Intersected: MNRR HA LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.9m (81.7ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.3 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: 36.6 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.52m (8.27ft),  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: $3,000,000,  Roadway Improvement Cost: $1,757,000,  Total Project Cost: $4,756,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 226235,  Location: 1.6 MI E OF TARRYTOWN (Lat: 41.080167,  Lng: -73.827381),  Route carried "on" structure: Other road ,  Year Built: 1930,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 13,922 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,987 (year 2040),  Features Intersected: SAWMILL RIVER,  Facility Carried by Structure: OLD SAWMILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,423,000,  Roadway Improvement Cost: $1,419,000,  Total Project Cost: $3,841,000 ( Estimate for 2021)

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Structure Number: 226571,  Location: .8 MILE E OF N TARRYTOWN (Lat: 41.087711,  Lng: -73.837478),  Route carried "on" structure: Other road ,  Year Built: 1930,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 7 (year 2029),  Features Intersected: LAKE ROAD,  Facility Carried by Structure: KYKUIT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $494,000,  Roadway Improvement Cost: $289,000,  Total Project Cost: $783,000 ( Estimate for 2021)

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Structure Number: 250204,  Location: .5 MI S JCT TSP & SMRP (Lat: 41.104422,  Lng: -73.796339),  Route carried "on" structure: Other road ,  Year Built: 1920,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 3,264 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,570 (year 2036),  Design Load: HS 20,  Features Intersected: 987F SB, 987F, MNRR HA L,  Facility Carried by Structure: CHELSEA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.2m (82.7ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 16.2 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: 12.6 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $3,891,000,  Roadway Improvement Cost: $2,279,000,  Total Project Cost: $6,170,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33649,  Location: S END KENSICO RESERVOIR (Lat: 41.074258,  Lng: -73.775467),  Route carried "on" structure: Other road ,  Year Built: 1930,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 5,071 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,274 (year 2040),  Features Intersected: MNRR HA LINE,  Facility Carried by Structure: LEGION DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,807,000,  Roadway Improvement Cost: $1,058,000,  Total Project Cost: $2,865,000 ( Estimate for 2021)

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Structure Number: 5006132,  Location: JCT SMRP&RTE 9A HAWTHORNE (Lat: 41.107989,  Lng: -73.806222),  Route carried "on" structure: Other road 987D,  Year Built: 1972,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 21,932 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 30,939 (year 2040),  Design Load: HS 20,  Features Intersected: 9A 9A 870321026 SB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.972,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 73.5 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: 56.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.77m (28.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $5,750,000,  Roadway Improvement Cost: $3,367,000,  Total Project Cost: $9,117,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5500779,  Location: 1.8 MI S JCT RTS SMRP&TSP (Lat: 41.091567,  Lng: -73.819717),  Route carried "on" structure: Other road 987D,  Year Built: 1933,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 38,920 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 54,904 (year 2040),  Features Intersected: SAW MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.848,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.2 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,603,000,  Roadway Improvement Cost: $1,524,000,  Total Project Cost: $4,127,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5500789,  Location: 1.5 MI S JCT RTS SMRP+TSP (Lat: 41.094997,  Lng: -73.815564),  Route carried "on" structure: Other road 987D,  Year Built: 1933,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 38,834 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 54,783 (year 2040),  Features Intersected: SAW MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.218,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,710,000,  Roadway Improvement Cost: $1,002,000,  Total Project Cost: $2,712,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5500799,  Location: 1.2 MI S JCT RTS SMRP+TSP (Lat: 41.097839,  Lng: -73.811378),  Route carried "on" structure: Other road 987D,  Year Built: 1933,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 38,834 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 54,783 (year 2040),  Features Intersected: SAW MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.701,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.4 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,752,000,  Roadway Improvement Cost: $1,026,000,  Total Project Cost: $2,778,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5500809,  Location: 0.7 MI S JCT RTS SMRP+TSP (Lat: 41.103622,  Lng: -73.811147),  Route carried "on" structure: Other road 987D,  Year Built: 1933,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 38,834 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 54,783 (year 2040),  Design Load: H 15,  Features Intersected: SAW MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.344,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,592,000,  Roadway Improvement Cost: $932,000,  Total Project Cost: $2,525,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5500829,  Location: 0.3 MI E JCT RTS SMRP&TSP (Lat: 41.111992,  Lng: -73.796708),  Route carried "on" structure: Other road 987D,  Year Built: 1970,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 43,863 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 61,877 (year 2040),  Features Intersected: SAW MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.905,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,531,000,  Roadway Improvement Cost: $897,000,  Total Project Cost: $2,428,000 ( Estimate for 2021)

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Structure Number: 5500839,  Location: 1.3 MI E JCT RTS SMRP+TSP (Lat: 41.122817,  Lng: -73.783281),  Route carried "on" structure: Other road 987D,  Year Built: 1930,  Status: Open,  Structure Length: 0.91m (2.99ft),  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: 27.643,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,373,000,  Roadway Improvement Cost: $804,000,  Total Project Cost: $2,178,000 ( 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: 5500841,  Location: 4.7 MI SE OF OSSINING (Lat: 41.124294,  Lng: -73.783700),  Route carried "on" structure: Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 1.83m (6.00ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: SAWMILL RIVER,  Facility Carried by Structure: TO SAWMILL R PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 59.3 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: 35.6 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $382,000,  Roadway Improvement Cost: $224,000,  Total Project Cost: $606,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete