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

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Structure Number: 103752,  Location: JCT RTE 125+HRP (Lat: 40.969314,  Lng: -73.774103),  Route carried "on" structure: State highway 125,  Year Built: 1926,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 11,918 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,974 (year 2040),  Design Load: H 20,  Features Intersected: 907W 907W87011067 SB, RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.779,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,530,000,  Roadway Improvement Cost: $896,000,  Total Project Cost: $2,425,000 ( Estimate for 2021)

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Structure Number: 1049889,  Location: 0.5MI N JCT RTE1+NORTH AV (Lat: 40.916000,  Lng: -73.784989),  Route carried "on" structure: State highway 981U,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 15,649 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,362 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NORTH AVE - CR 81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.2m (82.7ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $4,394,000,  Roadway Improvement Cost: $2,573,000,  Total Project Cost: $6,968,000 ( 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: 104989,  Location: IN NEW ROCHELLE (Lat: 40.910161,  Lng: -73.784956),  Route carried "on" structure: State highway ,  Year Built: 1929,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 6,460 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,992 (year 2040),  Features Intersected: MNRR NH LINE,  Facility Carried by Structure: DIVISION STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.76m (5.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $2,568,000,  Roadway Improvement Cost: $1,504,000,  Total Project Cost: $4,072,000 ( 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: 107361,  Location: .1M W.JCT RT 125 & HRP (Lat: 40.969339,  Lng: -73.776725),  Route carried "on" structure: Ramp Other road ,  Year Built: 1990,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 0.82m (2.69ft),  Truck Traffic: 3%,  Design Load: HS 20,  Features Intersected: SHELDRAKE RIVER,  Facility Carried by Structure: RAMP TO HRP SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 66.1 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: 50.9 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: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  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 2020,  Bridge Improvement Cost: $262,000,  Roadway Improvement Cost: $153,000,  Total Project Cost: $415,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109138,  Location: .1MI N US1&.2 MI S NOR ST (Lat: 40.911208,  Lng: -73.784989),  Route carried "on" structure: State highway 981,  Year Built: 2009,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 12,677 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,685 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 95IX SB, 95IX, Station P
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 12.00m (39.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $8,803,000,  Roadway Improvement Cost: $5,155,000,  Total Project Cost: $13,958,000 ( 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: 109139,  Location: JCT RTE I95+0.1MI N RTE 1 (Lat: 40.910450,  Lng: -73.785322),  Route carried "on" structure: City street 981V,  Year Built: 2008,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 6,460 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,992 (year 2040),  Design Load: HS 20,  Features Intersected: 95IX - NB, RTE I95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 85.8 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.99m (16.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $5,039,000,  Roadway Improvement Cost: $2,951,000,  Total Project Cost: $7,990,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 10914,  Location: JCT RTE I95+0.2MI N RTE 1 (Lat: 40.911539,  Lng: -73.785567),  Route carried "on" structure: Ramp City street ,  Year Built: 1955,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.40m (4.59ft),  Truck Traffic: 10%,  Design Load: HS 20,  Features Intersected: RAMP TO 95IX,  Facility Carried by Structure: CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.4 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,068,000,  Roadway Improvement Cost: $625,000,  Total Project Cost: $1,693,000 ( Estimate for 2021)

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Structure Number: 222513,  Location: 1.3 MI W OF MAMARONECK (Lat: 40.947186,  Lng: -73.762675),  Route carried "on" structure: Other road ,  Year Built: 1930,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,299 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,844 (year 2040),  Features Intersected: SHELDRAKE RIVER,  Facility Carried by Structure: ROCKLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.319,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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 2020,  Bridge Improvement Cost: $387,000,  Roadway Improvement Cost: $226,000,  Total Project Cost: $613,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226226,  Location: 1.5 MI NE OF PELHAM MANOR (Lat: 40.908717,  Lng: -73.786483),  Route carried "on" structure: City street ,  Year Built: 1886,  Year Reconstructed: 1992,  Status: Posted for load,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 4,446 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,224 (year 2037),  Design Load: HS 20,  Features Intersected: MNRR NH LINE,  Facility Carried by Structure: CENTRE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.7 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: 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: 2.16m (7.09ft),  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: $4,851,000,  Roadway Improvement Cost: $2,841,000,  Total Project Cost: $7,692,000 ( Estimate for 2021),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226229,  Location: 1.4 MI W OF MAMARONECK (Lat: 40.948792,  Lng: -73.764181),  Route carried "on" structure: Other road ,  Year Built: 1950,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 197 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 276 (year 2039),  Features Intersected: SHELDRAKE RIVER,  Facility Carried by Structure: BONNIE BRIAR LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 45.0 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: 35.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum 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: $1,032,000,  Roadway Improvement Cost: $604,000,  Total Project Cost: $1,637,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226518,  Location: 0.3 MI N SHELDRAKE LAKE (Lat: 40.957908,  Lng: -73.776497),  Route carried "on" structure: Ramp Other road ,  Year Built: 1936,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 8,655 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,514 (year 2040),  Features Intersected: SHELDRAKE RIVER,  Facility Carried by Structure: PINE-QUAKER RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.947,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $314,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $498,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 226547,  Location: W END SHELDRAKE LAKE (Lat: 40.954053,  Lng: -73.776847),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 8,498 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,323 (year 2040),  Features Intersected: SHELDRAKE RIVER,  Facility Carried by Structure: PINE BROOK BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,400,000,  Roadway Improvement Cost: $820,000,  Total Project Cost: $2,220,000 ( Estimate for 2021)

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Structure Number: 226583,  Location: 2.7 MI NE OF TUCKAHOE. (Lat: 40.973342,  Lng: -73.778058),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 493 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 690 (year 2037),  Features Intersected: CARPENTER CREEK,  Facility Carried by Structure: HARLAN DRIVE
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: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Poor,  Culverts: Serious,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $286,000 ( Estimate for 2021)

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Structure Number: 227113,  Location: 0.5 mi SE e Main/ Dillon (Lat: 40.917286,  Lng: -73.755172),  Route carried "on" structure: ServiceOther road ,  Year Built: 1930,  Status: Open,  Structure Length: 1.74m (5.71ft),  Features Intersected: PREMIUM RIVER,  Facility Carried by Structure: PRYER Manor RD
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $873,000,  Roadway Improvement Cost: $511,000,  Total Project Cost: $1,384,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 334839,  Location: 2.4 MI E OF TUCKAHOE (Lat: 40.956492,  Lng: -73.776978),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 8,655 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,514 (year 2040),  Design Load: HS 20,  Features Intersected: PINE BROOK BLVD, SHELDRA,  Facility Carried by Structure: COUNTY ROAD 139
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.2 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $4,247,000,  Roadway Improvement Cost: $2,487,000,  Total Project Cost: $6,734,000 ( Estimate for 2021)

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Structure Number: 334888,  Location: .9 MILE E OF PELHAM MANOR (Lat: 40.889403,  Lng: -73.782817),  Route carried "on" structure: Other road ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 15.24m (50.00ft),  Truck Traffic: 3%,  Features Intersected: NEW ROCHELLE HARBOR,  Facility Carried by Structure: GLEN ISLAND APPROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Navigation Control: Yes ( Vertical Clearance: 3.9m (12.8ft), Horizontal Clearance: 17.6m (57.7ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 10,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 15.24m (50.00ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $17,421,000,  Roadway Improvement Cost: $10,202,000,  Total Project Cost: $27,623,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335858,  Location: 1.2 MILES EAST OF PELHAM (Lat: 40.912467,  Lng: -73.783169),  Route carried "on" structure: City street ,  Year Built: 1909,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 15,131 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,202 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MNRR NH LINE,  Facility Carried by Structure: NORTH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 4,  Owner: Railroad,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  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: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 79.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 3.59m (11.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $4,893,000,  Roadway Improvement Cost: $2,865,000,  Total Project Cost: $7,758,000 ( 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: 5000029,  Location: 1 MI S NEW ROCHELLE STAT (Lat: 40.899994,  Lng: -73.796044),  Route carried "on" structure: Interstate 95,  Year Built: 1955,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 97,104 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 164,435 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RTE 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 36.1m (118.4ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Fair,  Superstructure: Good,  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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $15,743,000,  Roadway Improvement Cost: $9,219,000,  Total Project Cost: $24,963,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5500129,  Location: 0.3MI N JCT RTS HRP & CCP (Lat: 40.943828,  Lng: -73.802022),  Route carried "on" structure: City street 907W,  Year Built: 1990,  Status: Open,  Structure Length: 3.11m (10.20ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: RESERVOIR FLUME
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.677,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.9m (130.9ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 39.9m (130.9ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $7,890,000,  Roadway Improvement Cost: $4,621,000,  Total Project Cost: $12,511,000 ( 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: 5500139,  Location: 0.3MI.N JCT RTS HRP & CCP (Lat: 40.944008,  Lng: -73.801283),  Route carried "on" structure: City street 907W,  Year Built: 1990,  Status: Open,  Structure Length: 2.93m (9.61ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: WEBSTER AVERAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.726,  Lanes on structure: 5,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.4 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: 35.0 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $5,134,000,  Roadway Improvement Cost: $3,007,000,  Total Project Cost: $8,141,000 ( 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: 550014,  Location: 1.3MI SE OF TUCKAHOE (Lat: 40.944075,  Lng: -73.801892),  Route carried "on" structure: Ramp Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 1.37m (4.49ft),  Truck Traffic: 4%,  Design Load: HS 20,  Features Intersected: RESERVOIR FLUME,  Facility Carried by Structure: WEBSTER AVE RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 12.4m (40.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.8 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: 50.9 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $292,000,  Roadway Improvement Cost: $171,000,  Total Project Cost: $462,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 550015,  Location: 1.0 MI N JCT RTS HRP+CCP (Lat: 40.955189,  Lng: -73.798950),  Route carried "on" structure: County highway ,  Year Built: 1927,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 15,364 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,436 (year 2040),  Design Load: H 20,  Features Intersected: 907W907W87022010 SB, RTE,  Facility Carried by Structure: MILL ROAD-CO RD82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.65m (11.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $6,284,000,  Roadway Improvement Cost: $3,680,000,  Total Project Cost: $9,964,000 ( Estimate for 2021)

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Structure Number: 550016,  Location: 1.3 MI N JCT RTS HRP+CCP (Lat: 40.959500,  Lng: -73.795319),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 11,544 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,023 (year 2040),  Design Load: H 20,  Features Intersected: 907W907W87022013 WB, RTE,  Facility Carried by Structure: WILMOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  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: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,863,000,  Roadway Improvement Cost: $1,091,000,  Total Project Cost: $2,955,000 ( Estimate for 2021)

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Structure Number: 5500189,  Location: 2.7 MI NE JCT RTS HRP+CCP (Lat: 40.968972,  Lng: -73.776375),  Route carried "on" structure: City street 907W,  Year Built: 1938,  Status: Open,  Structure Length: 1.86m (6.10ft),  Truck Traffic: 2%,  Design Load: H 20,  Features Intersected: PINE BROOK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.619,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,811,000,  Roadway Improvement Cost: $1,646,000,  Total Project Cost: $4,457,000 ( Estimate for 2021)

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Structure Number: 5514529,  Location: 0.2 MI N JCT 95IX & US 1 (Lat: 40.902400,  Lng: -73.794014),  Route carried "on" structure: Interstate 95,  Year Built: 1954,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 97,104 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 164,435 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: KINGS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.011,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.37m (7.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $7,134,000,  Roadway Improvement Cost: $4,178,000,  Total Project Cost: $11,312,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5514539,  Location: NEW ENGLAND VIADUCT (Lat: 40.906844,  Lng: -73.790536),  Route carried "on" structure: Interstate 95,  Year Built: 1954,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 41.21m (135.20ft),  Average Daily Traffic: 97,104 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 164,435 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEBSTER AVENUE, METRO NO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Number Of Approach Spans: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 27.5m (90.2ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.0 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.20m (135.17ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Bridge Improvement Cost: $44,317,000,  Roadway Improvement Cost: $25,952,000,  Total Project Cost: $70,270,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 551454,  Location: 0.8 MI N JCT RTS I95&1 (Lat: 40.908856,  Lng: -73.787000),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 4,446 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,224 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 95 IX Northbound, RTE I9,  Facility Carried by Structure: CENTRE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.6 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: 45.0 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,866,000,  Roadway Improvement Cost: $2,264,000,  Total Project Cost: $6,130,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 551455,  Location: 1.1 MI N JCT I95 & U.S.1 (Lat: 40.913550,  Lng: -73.783819),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 15,131 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,202 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 95IX-SB, RTE I95,  Facility Carried by Structure: North Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 37.8m (124.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 84.6 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $6,344,000,  Roadway Improvement Cost: $3,715,000,  Total Project Cost: $10,059,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5514569,  Location: 1.4 MI N JCT I95 & US 1 (Lat: 40.917178,  Lng: -73.781192),  Route carried "on" structure: Interstate 95,  Year Built: 1954,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 95,885 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 162,371 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CROSS COUNTY CONNECTION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.006,  Lanes on structure: 8,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 37.0m (121.4ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Equal to 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: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,365,000,  Roadway Improvement Cost: $2,556,000,  Total Project Cost: $6,921,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 5514579,  Location: 1.4 MI. N. JCT I95 & US-1 (Lat: 40.916439,  Lng: -73.781875),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 95,885 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 162,371 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Cedar Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.910,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 37.0m (121.4ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 83.5 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: Superior to present desirable criteria,  Underclear: 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: April 2021,  Bridge Improvement Cost: $4,516,000,  Roadway Improvement Cost: $2,645,000,  Total Project Cost: $7,160,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5514589,  Location: 2.1 MI N JCT I95 & US 1 (Lat: 40.924556,  Lng: -73.772131),  Route carried "on" structure: City street 982,  Year Built: 2002,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 4,343 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,275 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 95IX, 95IX, MNRR NH LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.4m (149.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 52.5 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: 40.5 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.55m (24.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $7,157,000,  Roadway Improvement Cost: $4,191,000,  Total Project Cost: $11,348,000 ( 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: 551483,  Location: 0.5 MI SW I-95/CHATSWORTH (Lat: 40.928969,  Lng: -73.765786),  Route carried "on" structure: Ramp Other road ,  Year Built: 1955,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,585 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,684 (year 2040),  Design Load: HS 20,  Features Intersected: CULVERT-PINE BRK,  Facility Carried by Structure: MAXWELL AVE RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 1,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 78.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $389,000,  Roadway Improvement Cost: $228,000,  Total Project Cost: $617,000 ( Estimate for 2021)

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Structure Number: 552358,  Location: EXIT 18 HRP TO MILL RDC82 (Lat: 40.956192,  Lng: -73.798817),  Route carried "on" structure: Ramp City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 3,828 (year 1997),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,359 (year 2017),  Design Load: HS 20,  Features Intersected: HUTCHINSON RIVER,  Facility Carried by Structure: FR.HRP SOUTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $231,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $366,000 ( Estimate for 2021)

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Structure Number: 103752,  Location: JCT RTE 125+HRP (Lat: 40.969314,  Lng: -73.774103),  Route carried "under" structure: Other road 907W,  Year Built: 1926,  Structure Length: 0. m,  Average Daily Traffic: 65,900 (year 1978),  Features Intersected: 907W 907W87011067 SB, RT,  Facility Carried by Structure: RTE 125
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 4.216,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 17.0m (55.8ft)

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Structure Number: 1049889,  Location: 0.5MI N JCT RTE1+NORTH AV (Lat: 40.916000,  Lng: -73.784989),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2021),  Features Intersected: NORTH AVE - CR 81,  Facility Carried by Structure: RTE 981U
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.2m (82.7ft)

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Structure Number: 109139,  Location: JCT RTE I95+0.1MI N RTE 1 (Lat: 40.910450,  Lng: -73.785322),  Route carried "under" structure: Interstate 95,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 57,600 (year 1976),  Features Intersected: 95IX - NB, RTE I95,  Facility Carried by Structure: RTE 981V
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 8.898,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 10914,  Location: JCT RTE I95+0.2MI N RTE 1 (Lat: 40.911539,  Lng: -73.785567),  Route carried "under" structure: Interstate ,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1980),  Features Intersected: RAMP TO 95IX,  Facility Carried by Structure: CONNECTOR
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 9.010,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 12.1m (39.7ft)

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Structure Number: 334839,  Location: 2.4 MI E OF TUCKAHOE (Lat: 40.956492,  Lng: -73.776978),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 8,498 (year 2018),  Truck Traffic: 3%,  Features Intersected: PINE BROOK BLVD, SHELDRA,  Facility Carried by Structure: COUNTY ROAD 139
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 2.478,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 5000029,  Location: 1 MI S NEW ROCHELLE STAT (Lat: 40.899994,  Lng: -73.796044),  Route carried "under" structure: US 1,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 15,303 (year 1999),  Features Intersected: RTE 1,  Facility Carried by Structure: RTE I95
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 0.322,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 5500139,  Location: 0.3MI.N JCT RTS HRP & CCP (Lat: 40.944008,  Lng: -73.801283),  Route carried "under" structure: Ramp Other road ,  Year Built: 1990,  Structure Length: 0. m,  Features Intersected: WEBSTER AVERAMP,  Facility Carried by Structure: RTE 907W
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.129,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 550015,  Location: 1.0 MI N JCT RTS HRP+CCP (Lat: 40.955189,  Lng: -73.798950),  Route carried "under" structure: State highway 907W,  Year Built: 1927,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2021),  Features Intersected: 907W907W87022010 SB, RTE,  Facility Carried by Structure: MILL ROAD-CO RD82
Minimum Vertical Clearance: 3.73m (12.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 550016,  Location: 1.3 MI N JCT RTS HRP+CCP (Lat: 40.959500,  Lng: -73.795319),  Route carried "under" structure: City street 907W,  Year Built: 1928,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 2021),  Features Intersected: 907W907W87022013 WB, RTE,  Facility Carried by Structure: WILMOT ROAD
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 18.343,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 18.8m (61.7ft)

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Structure Number: 5500189,  Location: 2.7 MI NE JCT RTS HRP+CCP (Lat: 40.968972,  Lng: -73.776375),  Route carried "under" structure: City street ,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 7,278 (year 2018),  Truck Traffic: 2%,  Features Intersected: PINE BROOK BLVD,  Facility Carried by Structure: RTE 907W
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 2.800,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 17.0m (55.8ft)