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

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Structure Number: 100009,  Location: JCT US 1 & I287 (Lat: 40.991708,  Lng: -73.677261),  Route carried "on" structure: US 1,  Year Built: 1959,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 20,841 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,938 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 287I287I87011104 WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.120,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.32m (27.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $5,894,000,  Roadway Improvement Cost: $3,452,000,  Total Project Cost: $9,346,000 ( 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: 103732,  Location: 06 MI NW JCT 120 & NETHRY (Lat: 40.993906,  Lng: -73.686617),  Route carried "on" structure: State highway 120,  Year Built: 1994,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 4,416 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,364 (year 2040),  Design Load: HS 20,  Features Intersected: BLIND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.464,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $553,000,  Roadway Improvement Cost: $324,000,  Total Project Cost: $876,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1049859,  Location: .2 MI E JCT I287 & US 1 (Lat: 40.989397,  Lng: -73.674442),  Route carried "on" structure: Interstate 287,  Year Built: 1957,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 45,761 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 77,491 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAMPS J R & D, MNRR NH L
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.767,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.08m (29.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $10,430,000,  Roadway Improvement Cost: $6,108,000,  Total Project Cost: $16,538,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1049879,  Location: 0.2MI NW JCT I287&NE THRY (Lat: 40.988136,  Lng: -73.672047),  Route carried "on" structure: Ramp Interstate 287,  Year Built: 1958,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 45,761 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 77,491 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MIDLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.025,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.89m (25.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $9,390,000,  Roadway Improvement Cost: $5,499,000,  Total Project Cost: $14,889,000 ( 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: 200005,  Location: JCT RTE 1&PLAYLAND PKWY (Lat: 40.971558,  Lng: -73.693694),  Route carried "on" structure: US 1,  Year Built: 1941,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 8,415 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,454 (year 2040),  Features Intersected: PLAYLAND PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.433,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.3 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: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,095,000,  Roadway Improvement Cost: $1,227,000,  Total Project Cost: $3,322,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222525,  Location: 1.6 MI SW OF PORT CHESTER (Lat: 40.986669,  Lng: -73.685800),  Route carried "on" structure: Business City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,028 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,239 (year 0000),  Design Load: HS 20+Mod,  Features Intersected: BLIND BROOK,  Facility Carried by Structure: HIGHLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $470,000,  Roadway Improvement Cost: $276,000,  Total Project Cost: $746,000 ( 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: 222526,  Location: 2.9 MI NE MAMARONECK RYE (Lat: 40.982500,  Lng: -73.685367),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,904 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,066 (year 2036),  Features Intersected: BLIND BROOK,  Facility Carried by Structure: LOCUST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.335,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 37.3 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: 28.5 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $759,000,  Roadway Improvement Cost: $444,000,  Total Project Cost: $1,203,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222527,  Location: AT CITY OF RYE (Lat: 40.979872,  Lng: -73.684675),  Route carried "on" structure: City street ,  Year Built: 1929,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,621 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,269 (year 2037),  Features Intersected: BLIND BROOK,  Facility Carried by Structure: ORCHARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 12.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,296,000,  Roadway Improvement Cost: $759,000,  Total Project Cost: $2,055,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222528,  Location: AT 2700 FT S JCT 95 &120 (Lat: 40.978717,  Lng: -73.685278),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,329 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,644 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BLIND BROOK,  Facility Carried by Structure: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 34.0 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: 26.2 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: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $620,000,  Roadway Improvement Cost: $363,000,  Total Project Cost: $983,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 222529,  Location: 0.38 MI N PLAYLAND PKWY (Lat: 40.974850,  Lng: -73.687558),  Route carried "on" structure: US 1,  Year Built: 1934,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 4,663 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,684 (year 2040),  Features Intersected: BLIND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.060,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 20 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 15.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $912,000,  Roadway Improvement Cost: $534,000,  Total Project Cost: $1,446,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22253,  Location: 2.0 MILES NE MAMARONECK (Lat: 40.962428,  Lng: -73.689261),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 4,443 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,397 (year 2040),  Design Load: HS 20,  Features Intersected: BLIND BROOK,  Facility Carried by Structure: OAKLAND BEACH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 30.5 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: 23.7 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,316,000,  Roadway Improvement Cost: $771,000,  Total Project Cost: $2,087,000 ( 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: 226528,  Location: 2.1 MI SW OF PORT CHESTER (Lat: 40.975650,  Lng: -73.687250),  Route carried "on" structure: Other road ,  Year Built: 1870,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 118 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 165 (year 2017),  Features Intersected: BLIND BROOK,  Facility Carried by Structure: NATURE PR PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 1 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 4.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $183,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $290,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226568,  Location: 1.5 MI NE MAMARONECK RYE (Lat: 40.969244,  Lng: -73.705447),  Route carried "on" structure: City street ,  Year Built: 1929,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,027 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,462 (year 2040),  Features Intersected: BEAVER SWAMP BRK,  Facility Carried by Structure: OSBORN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $558,000,  Roadway Improvement Cost: $327,000,  Total Project Cost: $885,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334801,  Location: 1.2 MI NE MAMARONECK/RYE (Lat: 40.964867,  Lng: -73.708469),  Route carried "on" structure: County highway ,  Year Built: 1927,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,229 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,707 (year 2040),  Features Intersected: BEAVER SWAMP BRK,  Facility Carried by Structure: COUNTY ROAD 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $419,000,  Roadway Improvement Cost: $245,000,  Total Project Cost: $665,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334806,  Location: 2.9 MI NE MAMARONECK RYE (Lat: 40.983400,  Lng: -73.687106),  Route carried "on" structure: County highway ,  Year Built: 1928,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 6,685 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,120 (year 2040),  Features Intersected: BLIND BROOK,  Facility Carried by Structure: THEODORE FREMD AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.526,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 64.4 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: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,364,000,  Roadway Improvement Cost: $1,384,000,  Total Project Cost: $3,748,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 334823,  Location: 2.1 MI NE MAMARONECK RYE (Lat: 40.972889,  Lng: -73.694667),  Route carried "on" structure: County highway ,  Year Built: 1954,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 7,768 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,436 (year 2040),  Features Intersected: PLAYLAND PARKWAY SB, PLA,  Facility Carried by Structure: OLD POST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.333,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.2 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,684,000,  Roadway Improvement Cost: $986,000,  Total Project Cost: $2,671,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3349,  Location: 2.1 MI NE MAMARONECK RYE (Lat: 40.968697,  Lng: -73.689406),  Route carried "on" structure: County highway ,  Year Built: 1954,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 6,355 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,720 (year 2040),  Features Intersected: BLIND BROOK,  Facility Carried by Structure: PLAYLAND PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $938,000,  Roadway Improvement Cost: $550,000,  Total Project Cost: $1,488,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335851,  Location: 2.9 MI NE MAMARONECK RYE (Lat: 40.967386,  Lng: -73.671447),  Route carried "on" structure: Other road ,  Year Built: 1927,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 504 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 706 (year 2017),  Design Load: HS 25 or greater,  Features Intersected: PLAYLAND LAKE,  Facility Carried by Structure: MANURSING ISL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 25.9 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: 20.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,170,000,  Roadway Improvement Cost: $685,000,  Total Project Cost: $1,855,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 3364859,  Location: 2.1 MI NE MAMARONECK RYE (Lat: 40.976222,  Lng: -73.698225),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 6,992 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,024 (year 2040),  Design Load: HS 20,  Features Intersected: THEO FRMO AV-CR54, MNRR,  Facility Carried by Structure: PLAYLAND PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.124,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Toll Authority,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $5,411,000,  Roadway Improvement Cost: $3,169,000,  Total Project Cost: $8,579,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Galvanized Reinforcing

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Structure Number: 500008,  Location: JCT RTE 1&I95 AT RYE (Lat: 40.987333,  Lng: -73.680269),  Route carried "on" structure: US 1,  Year Built: 1958,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 10,542 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,591 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 95IX South bound, RTE I9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.605,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 63.5 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: Meets minimum limits,  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: 4.41m (14.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,016,000,  Roadway Improvement Cost: $2,352,000,  Total Project Cost: $6,368,000 ( 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: 5037319,  Location: 0.8 MI W JCT RTS I95+287 (Lat: 40.986125,  Lng: -73.684225),  Route carried "on" structure: Interstate 95,  Year Built: 1957,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 13.56m (44.49ft),  Average Daily Traffic: 91,678 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 155,247 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATION PARKING, 120 PUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.929,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 33.7m (110.6ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 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: 38.6 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.56m (44.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $18,559,000,  Roadway Improvement Cost: $10,868,000,  Total Project Cost: $29,427,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 534824,  Location: .9 MI E JCT I95 & SH 127 (Lat: 40.978186,  Lng: -73.696683),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 4,375 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,314 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE I95, MNRR NH LINE,  Facility Carried by Structure: COUNTY ROAD 73
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.480,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $4,556,000,  Roadway Improvement Cost: $2,668,000,  Total Project Cost: $7,224,000 ( 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: 5514749,  Location: 0.5 MI E JCT RTS I95<127 (Lat: 40.974847,  Lng: -73.703642),  Route carried "on" structure: Interstate 95,  Year Built: 1956,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 83,384 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 141,202 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAVER SWAMP BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.902,  Lanes on structure: 7,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 39.9m (130.9ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 76.9 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: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,914,000,  Roadway Improvement Cost: $1,706,000,  Total Project Cost: $4,620,000 ( Estimate for 2021)

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Structure Number: 5514759,  Location: .8 MI E JCT I95 & SH 127 (Lat: 40.976917,  Lng: -73.698981),  Route carried "on" structure: Ramp Other road ,  Year Built: 1956,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 2,534 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,291 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 95IX Southbound, RTE I95,  Facility Carried by Structure: PLAYLAND PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,566,000,  Roadway Improvement Cost: $2,088,000,  Total Project Cost: $5,654,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Galvanized Reinforcing

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Structure Number: 551476,  Location: 0.7 MI SW JCT RTS I95 + 1 (Lat: 40.981111,  Lng: -73.692147),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 745 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 921 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 95IX SB, RTE I95,  Facility Carried by Structure: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.56m (11.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,264,000,  Roadway Improvement Cost: $1,326,000,  Total Project Cost: $3,590,000 ( 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: 5514779,  Location: 0.5 MI SW JCT I-95 & US 1 (Lat: 40.983078,  Lng: -73.689111),  Route carried "on" structure: Interstate 95,  Year Built: 1956,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 91,678 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 155,247 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LOCUST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.430,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 30.1m (98.8ft),  Out-to-Out Width: 32.1m (105.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.79m (5.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $5,211,000,  Roadway Improvement Cost: $3,051,000,  Total Project Cost: $8,262,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5514789,  Location: 0.4 MI SW JCT 95IX & US 1 (Lat: 40.984833,  Lng: -73.686664),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 91,678 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 155,247 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BLIND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.704,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 20 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: 31.4m (103.0ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,024,000,  Roadway Improvement Cost: $599,000,  Total Project Cost: $1,623,000 ( Estimate for 2021)

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Structure Number: 5514799,  Location: 0.3 MI W JCT I95 & I287 (Lat: 40.987864,  Lng: -73.676419),  Route carried "on" structure: Interstate 95,  Year Built: 1956,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 59,963 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 101,541 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAMP D OF 95IX, MNRR NH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.605,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 30.1m (98.8ft),  Out-to-Out Width: 32.1m (105.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.94m (39.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $17,097,000,  Roadway Improvement Cost: $10,012,000,  Total Project Cost: $27,109,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5514809,  Location: .1 MI W JCT RTS 287 & I95 (Lat: 40.987408,  Lng: -73.672628),  Route carried "on" structure: Interstate 95,  Year Built: 2000,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 59,963 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 101,541 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MIDLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.943,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 64.6m (211.9ft),  Curb-To-Curb Width: 34.0m (111.5ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.61m (21.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $9,747,000,  Roadway Improvement Cost: $5,708,000,  Total Project Cost: $15,454,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 552003,  Location: JCT I287 & I95 (Lat: 40.987411,  Lng: -73.670431),  Route carried "on" structure: Ramp Interstate 287,  Year Built: 2020,  Status: Open,  Structure Length: 16.67m (54.69ft),  Average Daily Traffic: 45,761 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 77,491 (year 2040),  Design Load: HL 93,  Features Intersected: 95IX - South Bound, 95IX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.186,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.67m (54.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $8,269,000,  Roadway Improvement Cost: $4,842,000,  Total Project Cost: $13,111,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 700007,  Location: .1 MILE S JCT U.S.1 & I95 (Lat: 40.986408,  Lng: -73.680719),  Route carried "on" structure: US 1,  Year Built: 1991,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 9,368 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,412 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MNRR NH LINE, PARKING LO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.444,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.29m (30.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $6,798,000,  Roadway Improvement Cost: $3,981,000,  Total Project Cost: $10,779,000 ( 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: 771256,  Location: 2.2 MI SW OF PORT CHESTER (Lat: 40.980944,  Lng: -73.691817),  Route carried "on" structure: City street ,  Year Built: 1898,  Year Reconstructed: 2015,  Status: Posted for load,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 745 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 921 (year 2040),  Features Intersected: MNRR NH LINE,  Facility Carried by Structure: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 9.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 5.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  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: > 39.9% below),  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $1,556,000,  Roadway Improvement Cost: $911,000,  Total Project Cost: $2,467,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100009,  Location: JCT US 1 & I287 (Lat: 40.991708,  Lng: -73.677261),  Route carried "under" structure: Interstate 287,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 35,800 (year 1977),  Features Intersected: 287I287I87011104 WB, RTE,  Facility Carried by Structure: RTE 1
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 7.369,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 1049859,  Location: .2 MI E JCT I287 & US 1 (Lat: 40.989397,  Lng: -73.674442),  Route carried "under" structure: Ramp Other road ,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 1986),  Features Intersected: RAMPS J R & D, MNRR NH L,  Facility Carried by Structure: RTE I287
Minimum Vertical Clearance: 7.72m (25.33ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 1049879,  Location: 0.2MI NW JCT I287&NE THRY (Lat: 40.988136,  Lng: -73.672047),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 1,723 (year 2016),  Truck Traffic: 3%,  Features Intersected: MIDLAND AVENUE,  Facility Carried by Structure: RTE I287
Minimum Vertical Clearance: 14.99m (49.18ft),  Kilometerpoint: 2.574,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 200005,  Location: JCT RTE 1&PLAYLAND PKWY (Lat: 40.971558,  Lng: -73.693694),  Route carried "under" structure: US ,  Year Built: 1941,  Structure Length: 0. m,  Average Daily Traffic: 6,355 (year 2017),  Truck Traffic: 5%,  Features Intersected: PLAYLAND PARKWAY,  Facility Carried by Structure: RTE 1
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 334823,  Location: 2.1 MI NE MAMARONECK RYE (Lat: 40.972889,  Lng: -73.694667),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 6,992 (year 2018),  Truck Traffic: 4%,  Features Intersected: PLAYLAND PARKWAY SB, PLA,  Facility Carried by Structure: OLD POST ROAD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 1.496,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.8m (61.7ft)

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Structure Number: 3364859,  Location: 2.1 MI NE MAMARONECK RYE (Lat: 40.976222,  Lng: -73.698225),  Route carried "under" structure: County highway ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2021),  Features Intersected: THEO FRMO AV-CR54, MNRR,  Facility Carried by Structure: PLAYLAND PARKWAY
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 500008,  Location: JCT RTE 1&I95 AT RYE (Lat: 40.987333,  Lng: -73.680269),  Route carried "under" structure: Interstate 95,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 35,800 (year 1977),  Features Intersected: 95IX South bound, RTE I9,  Facility Carried by Structure: RTE 1
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 22.059,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 534824,  Location: .9 MI E JCT I95 & SH 127 (Lat: 40.978186,  Lng: -73.696683),  Route carried "under" structure: Interstate 95,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 1997),  Features Intersected: RTE I95, MNRR NH LINE,  Facility Carried by Structure: COUNTY ROAD 73
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 20.322,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 5514759,  Location: .8 MI E JCT I95 & SH 127 (Lat: 40.976917,  Lng: -73.698981),  Route carried "under" structure: Interstate 95,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 35,500 (year 2021),  Features Intersected: 95IX Southbound, RTE I95,  Facility Carried by Structure: PLAYLAND PARKWAY
Minimum Vertical Clearance: 7.95m (26.08ft),  Kilometerpoint: 20.080,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 551476,  Location: 0.7 MI SW JCT RTS I95 + 1 (Lat: 40.981111,  Lng: -73.692147),  Route carried "under" structure: Interstate 95,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 35,500 (year 2021),  Features Intersected: 95IX SB, RTE I95,  Facility Carried by Structure: CENTRAL AVENUE
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 20.820,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)