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

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Structure Number: 101655,  Location: 1.9 MI N JCT RTS 22+I287 (Lat: 41.071036,  Lng: -73.763831),  Route carried "on" structure: State highway 22,  Year Built: 1930,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 10,571 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,620 (year 2040),  Features Intersected: COUNTY ROAD 68
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.381,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 67.7 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: 52.2 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,554,000,  Roadway Improvement Cost: $1,496,000,  Total Project Cost: $4,050,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101656,  Location: 3.7 MI N JCT SH 22 & I287 (Lat: 41.091167,  Lng: -73.748017),  Route carried "on" structure: State highway 22,  Year Built: 1910,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 28.22m (92.59ft),  Average Daily Traffic: 10,571 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,620 (year 2040),  Design Load: HS 20,  Features Intersected: RYE LAKE OUTLET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.133,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 20,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.22m (92.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Underwater Inspection Date: November 2017,  Bridge Improvement Cost: $34,551,000,  Roadway Improvement Cost: $20,233,000,  Total Project Cost: $54,784,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other

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Structure Number: 101657,  Location: 5.4 MI N JCT SH 22 & I287 (Lat: 41.108875,  Lng: -73.730903),  Route carried "on" structure: State highway 22,  Year Built: 1937,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 12,642 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,701 (year 2040),  Design Load: HS 20,  Features Intersected: BEAR GUTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.948,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 74.4 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: 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: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,291,000,  Roadway Improvement Cost: $756,000,  Total Project Cost: $2,047,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101658,  Location: 6.8 MI N JCT RTS 22+I287 (Lat: 41.122922,  Lng: -73.711058),  Route carried "on" structure: State highway 22,  Year Built: 1968,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 20,151 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,245 (year 2040),  Features Intersected: WAMPUS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.362,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 97.2 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: 81.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $820,000,  Roadway Improvement Cost: $480,000,  Total Project Cost: $1,300,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105296,  Location: 0.5 MI S JCT RTS I684+120 (Lat: 41.080164,  Lng: -73.718111),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 10,555 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,777 (year 2017),  Design Load: HS 20,  Features Intersected: 684I684I87011045 SB, RTE,  Facility Carried by Structure: CR 135 AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 58.0 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: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.67m (21.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,530,000,  Roadway Improvement Cost: $1,482,000,  Total Project Cost: $4,012,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105297,  Location: JCT RTS I684+120 (Lat: 41.087608,  Lng: -73.717878),  Route carried "on" structure: State highway 120,  Year Built: 1969,  Status: Open,  Structure Length: 12.74m (41.80ft),  Average Daily Traffic: 6,799 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,259 (year 2040),  Design Load: HS 20,  Features Intersected: 684I684I87011051 NB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.824,  Lanes on structure: 2,  Lanes under structure: 6,  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: 4,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 38.2 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: 29.2 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.74m (41.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $5,319,000,  Roadway Improvement Cost: $3,115,000,  Total Project Cost: $8,435,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1052991,  Location: 1.6 MI N JCT I684 & SH120 (Lat: 41.107778,  Lng: -73.712861),  Route carried "on" structure: Interstate 684,  Year Built: 1969,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 30,092 (year 1999),  Truck Traffic: 15%,  Design Load: HS 20+Mod,  Features Intersected: BYRAM RIVER, BRIDLE PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.201,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 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: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.79m (5.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,325,000,  Roadway Improvement Cost: $776,000,  Total Project Cost: $2,101,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1052992,  Location: 1.6 MI N JCT I684 & SH120 (Lat: 41.107481,  Lng: -73.712522),  Route carried "on" structure: Interstate 684,  Year Built: 1969,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 28,191 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,738 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BYRAM RIVER, BRIDLE PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.265,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.2 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: 48.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.79m (5.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,325,000,  Roadway Improvement Cost: $776,000,  Total Project Cost: $2,101,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1053001,  Location: JCT RTS 22+I684 INT 3 (Lat: 41.124308,  Lng: -73.704203),  Route carried "on" structure: Interstate 684,  Year Built: 1969,  Status: Open,  Structure Length: 4.85m (15.91ft),  Truck Traffic: 15%,  Design Load: HS 20+Mod,  Features Intersected: 22 22 87034066 WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.196,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.3 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: 53.5 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: 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: 4.84m (15.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,787,000,  Roadway Improvement Cost: $2,218,000,  Total Project Cost: $6,005,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1053002,  Location: JCT RTS 22+I684 INT 3 (Lat: 41.124361,  Lng: -73.703908),  Route carried "on" structure: Interstate 684,  Year Built: 1969,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 28,191 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 47,738 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 22 22 87034066 SB, RTE 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.261,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.6m (80.7ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.84m (15.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $3,864,000,  Roadway Improvement Cost: $2,263,000,  Total Project Cost: $6,127,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105302,  Location: IN ARMONK-N EXIT 3 - I684 (Lat: 41.132297,  Lng: -73.703294),  Route carried "on" structure: Other road ,  Year Built: 1971,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 2,074 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,566 (year 2040),  Design Load: HS 20,  Features Intersected: 684I684I87011083 SB, RTE,  Facility Carried by Structure: COX AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 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: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.09m (19.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,688,000,  Roadway Improvement Cost: $1,574,000,  Total Project Cost: $4,262,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 105303,  Location: 2 MI N EXIT 3 OF I684 (Lat: 41.141433,  Lng: -73.698628),  Route carried "on" structure: County highway ,  Year Built: 1971,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 2,359 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,303 (year 2030),  Design Load: HS 20,  Features Intersected: 684I684I87011090 SB, RTE,  Facility Carried by Structure: BYRAM LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.754,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.8m (120.7ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,811,000,  Roadway Improvement Cost: $2,232,000,  Total Project Cost: $6,042,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1053041,  Location: 2.7 MI N RTE I684 INT 3 (Lat: 41.161944,  Lng: -73.689086),  Route carried "on" structure: Interstate 684,  Year Built: 1971,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 29,979 (year 2000),  Truck Traffic: 15%,  Design Load: HS 20,  Features Intersected: BALDWIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.621,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $3,165,000,  Roadway Improvement Cost: $1,853,000,  Total Project Cost: $5,018,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1053042,  Location: 2.7 MI N RTE I684 INT 3 (Lat: 41.161686,  Lng: -73.688417),  Route carried "on" structure: Interstate 684,  Year Built: 1971,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 27,992 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 47,401 (year 2040),  Design Load: HS 20,  Features Intersected: BALDWIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.685,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.0 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,943,000,  Roadway Improvement Cost: $1,723,000,  Total Project Cost: $4,666,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1091459,  Location: .6 MI N EXIT 3 OF I684 (Lat: 41.132392,  Lng: -73.703425),  Route carried "on" structure: Interstate 684,  Year Built: 1969,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 55,983 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 94,801 (year 2040),  Design Load: HS 20,  Features Intersected: COX AVENUE, BYRAM RIVER
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 13.693,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable 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: May 2020,  Bridge Improvement Cost: $754,000,  Roadway Improvement Cost: $441,000,  Total Project Cost: $1,195,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 334818,  Location: 0.3 MI S KENSICO RES (Lat: 41.069075,  Lng: -73.767175),  Route carried "on" structure: County highway ,  Year Built: 1929,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 5,372 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,397 (year 2040),  Features Intersected: BROADWAY CR29A,  Facility Carried by Structure: ARMONK RD CONNECT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,076,000,  Roadway Improvement Cost: $1,216,000,  Total Project Cost: $3,291,000 ( Estimate for 2021)

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Structure Number: 3348661,  Location: 3.0 MI S JCT BRP & TSP (Lat: 41.067358,  Lng: -73.771303),  Route carried "on" structure: Other road 907G,  Year Built: 1992,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 7,992 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,273 (year 2040),  Design Load: HS 20,  Features Intersected: MNRR HA LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.142,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.3 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: 55.1 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: 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: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,461,000,  Roadway Improvement Cost: $856,000,  Total Project Cost: $2,317,000 ( 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: 3348662,  Location: 3.0 MI S JCT RTS BRP+TSP (Lat: 41.066575,  Lng: -73.771681),  Route carried "on" structure: Other road 907G,  Year Built: 1925,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 7,992 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,273 (year 2040),  Design Load: HS 20,  Features Intersected: MNRR HA LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.126,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.9m (117.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 80.4 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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.74m (12.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,398,000,  Roadway Improvement Cost: $819,000,  Total Project Cost: $2,217,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 336507,  Location: SOUTH END OF KENSICO RES. (Lat: 41.072803,  Lng: -73.762169),  Route carried "on" structure: County highway ,  Year Built: 1915,  Status: Open,  Structure Length: 4.75m (15.58ft),  Truck Traffic: 5%,  Features Intersected: COUNTY ROAD 68,  Facility Carried by Structure: COUNTY ROAD 144
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.140,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 37.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 10.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,318,000,  Roadway Improvement Cost: $1,943,000,  Total Project Cost: $5,262,000 ( Estimate for 2021)

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Structure Number: 101655,  Location: 1.9 MI N JCT RTS 22+I287 (Lat: 41.071036,  Lng: -73.763831),  Route carried "under" structure: County highway ,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 1980),  Features Intersected: COUNTY ROAD 68,  Facility Carried by Structure: RTE 22
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 105296,  Location: 0.5 MI S JCT RTS I684+120 (Lat: 41.080164,  Lng: -73.718111),  Route carried "under" structure: Interstate 684,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 65,487 (year 2002),  Features Intersected: 684I684I87011045 SB, RTE,  Facility Carried by Structure: CR 135 AIRPORT RD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 7.160,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 105297,  Location: JCT RTS I684+120 (Lat: 41.087608,  Lng: -73.717878),  Route carried "under" structure: Interstate 684,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 65,487 (year 2002),  Features Intersected: 684I684I87011051 NB, RTE,  Facility Carried by Structure: RTE 120
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 7.965,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 1053001,  Location: JCT RTS 22+I684 INT 3 (Lat: 41.124308,  Lng: -73.704203),  Route carried "under" structure: State highway 22,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 10,300 (year 1972),  Features Intersected: 22 22 87034066 WB, RTE,  Facility Carried by Structure: RTE I684
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 654.380,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 1053002,  Location: JCT RTS 22+I684 INT 3 (Lat: 41.124361,  Lng: -73.703908),  Route carried "under" structure: State highway 22,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 10,300 (year 1972),  Features Intersected: 22 22 87034066 SB, RTE 2,  Facility Carried by Structure: RTE I684
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 10.780,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.6m (80.7ft)

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Structure Number: 105301,  Location: 0.1 MI N RTE I684 INT 3 (Lat: 41.127731,  Lng: -73.703883),  Route carried "under" structure: Interstate 684,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 62,545 (year 2002),  Features Intersected: 684I684I87011080 SB, RTE
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 12.679,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.8m (156.8ft)

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Structure Number: 105301,  Location: 0.1 MI N RTE I684 INT 3 (Lat: 41.127731,  Lng: -73.703883),  Route carried "under" structure: Interstate ,  Year Built: 1971,  Structure Length: 0. m,  Features Intersected: 684I684I87011080 SB, RTE,  Facility Carried by Structure: PED. OVER 684I
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 12.679,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.8m (156.8ft)

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Structure Number: 105302,  Location: IN ARMONK-N EXIT 3 - I684 (Lat: 41.132297,  Lng: -73.703294),  Route carried "under" structure: Interstate 684,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 62,545 (year 2002),  Features Intersected: 684I684I87011083 SB, RTE,  Facility Carried by Structure: COX AVENUE
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 13.194,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 105303,  Location: 2 MI N EXIT 3 OF I684 (Lat: 41.141433,  Lng: -73.698628),  Route carried "under" structure: Interstate 684,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 62,545 (year 2002),  Features Intersected: 684I684I87011090 SB, RTE,  Facility Carried by Structure: BYRAM LAKE ROAD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 14.079,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.8m (120.7ft)

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Structure Number: 1053041,  Location: 2.7 MI N RTE I684 INT 3 (Lat: 41.161944,  Lng: -73.689086),  Route carried "under" structure: Other road ,  Year Built: 1971,  Structure Length: 0. m,  Features Intersected: BALDWIN ROAD,  Facility Carried by Structure: RTE I684
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.402,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.9m (81.7ft)

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Structure Number: 1053042,  Location: 2.7 MI N RTE I684 INT 3 (Lat: 41.161686,  Lng: -73.688417),  Route carried "under" structure: Other road ,  Year Built: 1971,  Structure Length: 0. m,  Features Intersected: BALDWIN ROAD,  Facility Carried by Structure: RTE I684
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 334818,  Location: 0.3 MI S KENSICO RES (Lat: 41.069075,  Lng: -73.767175),  Route carried "under" structure: County highway ,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 1,440 (year 2021),  Features Intersected: BROADWAY CR29A,  Facility Carried by Structure: ARMONK RD CONNECT
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 336507,  Location: SOUTH END OF KENSICO RES. (Lat: 41.072803,  Lng: -73.762169),  Route carried "under" structure: County highway ,  Year Built: 1915,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2021),  Features Intersected: COUNTY ROAD 68,  Facility Carried by Structure: COUNTY ROAD 144
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Length of Maximum Span: 16.2m (53.1ft)