Bridge Statistics for Stratford, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 123,  Location: 0.2 MI N OF ROUTE 113 (Lat: 41.174772,  Lng: -73.154639),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 112,200 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 166,718 (year 2037),  Design Load: HS 20,  Features Intersected: SURF AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.372,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 35.9m (117.8ft),  Out-to-Out Width: 40.1m (131.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 30.1 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: 23.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 125,  Location: 0.7 MI N OF ROUTE 113 (Lat: 41.178661,  Lng: -73.147878),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 120,300 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 178,754 (year 2037),  Design Load: HS 20,  Features Intersected: MOFFIT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.097,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 35.9m (117.8ft),  Out-to-Out Width: 38.8m (127.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 24.9 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 126,  Location: 0.5 MI SOUTH OF ROUTE 130 (Lat: 41.182281,  Lng: -73.142936),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 92,800 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 137,892 (year 2040),  Design Load: HS 20,  Features Intersected: HONEYSPOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.676,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 35.9m (117.8ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 71.6 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: 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 127,  Location: 0.3 MI S OF ROUTE 130 (Lat: 41.183728,  Lng: -73.140169),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 111,400 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 165,529 (year 2037),  Design Load: H 20,  Features Intersected: SOUTH AVENUE NO. 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.966,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 35.9m (117.8ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 91.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 129,  Location: INTERSTATE-95 EXIT NO. 32 (Lat: 41.190433,  Lng: -73.134172),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 107,800 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 160,180 (year 2037),  Design Load: HS 20,  Features Intersected: WEST BROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.883,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 41.8 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 13,  Location: 0.5 MI N OF ROUTE 130 (Lat: 41.192728,  Lng: -73.132414),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 2.12m (6.96ft),  Average Daily Traffic: 113,500 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 168,650 (year 2037),  Design Load: H 20,  Features Intersected: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.173,  Lanes on structure: 7,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.6m (64.3ft),  Curb-To-Curb Width: 39.7m (130.2ft),  Out-to-Out Width: 41.7m (136.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 50.5 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: 38.9 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 131,  Location: 0.6 MI N OF ROUTE 130 (Lat: 41.193761,  Lng: -73.131189),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 120,000 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 178,308 (year 2037),  Design Load: HS 20,  Features Intersected: ROUTE 113 (MAIN ST.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.334,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 132,  Location: 0.6 MI N OF ROUTE 113 (Lat: 41.196917,  Lng: -73.121158),  Route carried "on" structure: Interstate 95,  Year Built: 1958,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 101,800 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 151,265 (year 2037),  Design Load: H 20,  Features Intersected: ROUTE 130 WESTBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.267,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 133,  Location: 0.2 MI N OF ROUTE 130 (Lat: 41.198678,  Lng: -73.118192),  Route carried "on" structure: Interstate 95,  Year Built: 2014,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 105,900 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 157,357 (year 2037),  Design Load: HL 93,  Features Intersected: US ROUTE 1 NORTH BOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.573,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.8m (114.2ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 34.8m (114.2ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 80.7 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: 62.2 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 757,  Location: 1.5 MI S OF ROUTE 110 (Lat: 41.238128,  Lng: -73.130464),  Route carried "on" structure: State highway 15,  Year Built: 1940,  Status: Posted for load-capacity,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 81,500 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 121,101 (year 2035),  Design Load: H 20,  Features Intersected: CUTSPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.874,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020

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Structure Number: 759,  Location: 0.8 MI S OF ROUTE 110 (Lat: 41.240944,  Lng: -73.117361),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 2,759 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,100 (year 2040),  Design Load: H 20,  Features Intersected: ROUTE 15,  Facility Carried by Structure: JAMES FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 76,  Location: ROUTE 15 - EXIT NO. 53 (Lat: 41.245172,  Lng: -73.102547),  Route carried "on" structure: State highway 15,  Year Built: 1940,  Year Reconstructed: 1997,  Status: Posted for load-capacity,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 88,700 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 131,799 (year 2039),  Design Load: HS 20,  Features Intersected: ROUTE 110
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.337,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 28.9m (94.8ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 761,  Location: RTE 15 BETWEEN EX 53 & 54 (Lat: 41.246339,  Lng: -73.092111),  Route carried "on" structure: State highway 15,  Year Built: 2004,  Status: Posted for load-capacity,  Structure Length: 55.60m (182.41ft),  Average Daily Traffic: 93,200 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 138,486 (year 2035),  Design Load: HS 20,  Features Intersected: HOUSATONIC RIVER & MNRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.980,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 25.9m (85.0ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 120.1m (394.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 33.6m (110.2ft),  Out-to-Out Width: 40.1m (131.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1313,  Location: 1.0 MI N OF ROUTE 15 (Lat: 41.259069,  Lng: -73.097753),  Route carried "on" structure: State highway 110,  Year Built: 1959,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 17,500 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,003 (year 2036),  Design Load: HS 20,  Features Intersected: FARMILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.001,  Lanes on structure: 2,  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: 17.1m (56.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2573,  Location: 0.1 MI NORTH OF ROUTE 113 (Lat: 41.174725,  Lng: -73.158094),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 112,200 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 166,718 (year 2037),  Design Load: H 20,  Features Intersected: JOHNSONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.099,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 2622,  Location: 0.4 MI S OF ROUTE 15 (Lat: 41.239642,  Lng: -73.106086),  Route carried "on" structure: State highway 110,  Year Built: 2016,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 10,700 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,899 (year 2036),  Design Load: HL 93,  Features Intersected: FREEMAN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.699,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.0 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: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3751,  Location: 300 FT N OF US ROUTE 1 (Lat: 41.199083,  Lng: -73.124503),  Route carried "on" structure: City street ,  Year Built: 1901,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 4,800 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,132 (year 2036),  Design Load: HS 20,  Features Intersected: METRO NORTH RAILROAD,  Facility Carried by Structure: LONGBROOK AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.3 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: 46.7 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4944,  Location: 0.8 M NORTH OF ROUTE 15 (Lat: 41.248650,  Lng: -73.138583),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 450 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 669 (year 2039),  Features Intersected: PUMPKIN GROUND BROOK,  Facility Carried by Structure: BEAVER DAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.6 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 4945,  Location: 0.5 M N OF RT 110 & 113 (Lat: 41.225708,  Lng: -73.123036),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 870 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,293 (year 2039),  Design Load: HL 93,  Features Intersected: PUMPKIN GROUND BROOK,  Facility Carried by Structure: WHIPPOORWILL LA #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Good,  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: 51.2 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019

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Structure Number: 5945,  Location: 0.2 MI N. OF ROUTE 15 (Lat: 41.240564,  Lng: -73.132711),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,800 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,675 (year 2036),  Features Intersected: PUMPKIN GROUND BROOK,  Facility Carried by Structure: CUTSPRING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.655,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.6 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 6096,  Location: 0.7 MI N OF US ROUTE 1 (Lat: 41.204019,  Lng: -73.148058),  Route carried "on" structure: City street ,  Year Built: 1981,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 8,000 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,887 (year 2036),  Features Intersected: BRUCE BROOK,  Facility Carried by Structure: BROADBRIDGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.6 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 6132,  Location: 330 FEET NORTH OF I-95 (Lat: 41.175767,  Lng: -73.153675),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 11,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,345 (year 2041),  Design Load: HS 20,  Features Intersected: BROOK,  Facility Carried by Structure: SURF AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 47.0 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: 36.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6133,  Location: 200 FT EAST OF ROUTE 130 (Lat: 41.189864,  Lng: -73.123664),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 580 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 862 (year 2041),  Features Intersected: FERRY CREEK,  Facility Carried by Structure: BROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.6 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021

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Structure Number: 7016,  Location: 0.2 MI N OF CUTSPRING RD (Lat: 41.240944,  Lng: -73.129306),  Route carried "on" structure: City street ,  Year Built: 1976,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 149 (year 2040),  Features Intersected: PUMPKIN GROUND BROOK,  Facility Carried by Structure: CIRCLE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 94.0 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: 72.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 128,  Location: 1.5 MI N OF ROUTE 113 (Lat: 41.186853,  Lng: -73.136819),  Route carried "under" structure: State highway 130,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 6,700 (year 2016),  Truck Traffic: 2%,  Features Intersected: ROUTE 130(STRATFORD AVE),  Facility Carried by Structure: INTERSTATE-95
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 10.799,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 131,  Location: 0.6 MI N OF ROUTE 130 (Lat: 41.193761,  Lng: -73.131189),  Route carried "under" structure: State highway 113,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 14,200 (year 2016),  Truck Traffic: 5%,  Features Intersected: ROUTE 113 (MAIN ST.),  Facility Carried by Structure: INTERSTATE-95
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 9.833,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 132,  Location: 0.6 MI N OF ROUTE 113 (Lat: 41.196917,  Lng: -73.121158),  Route carried "under" structure: State highway 130,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 11,100 (year 2015),  Truck Traffic: 5%,  Features Intersected: ROUTE 130 WESTBOUND,  Facility Carried by Structure: I-95 & I-95 RAMP 1
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 12.859,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 133,  Location: 0.2 MI N OF ROUTE 130 (Lat: 41.198678,  Lng: -73.118192),  Route carried "under" structure: US 1,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 26,400 (year 2016),  Truck Traffic: 6%,  Features Intersected: US ROUTE 1 NORTH BOUND,  Facility Carried by Structure: INTERSTATE-95
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 56.182,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 134,  Location: 0.4 MI N OF ROUTE 130 (Lat: 41.200675,  Lng: -73.116000),  Route carried "under" structure: US 1,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 38,200 (year 2016),  Truck Traffic: 6%,  Features Intersected: US ROUTE 1 SOUTHBOUND,  Facility Carried by Structure: INTERSTATE-95
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 56.472,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.0m (170.6ft)

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Structure Number: 759,  Location: 0.8 MI S OF ROUTE 110 (Lat: 41.240944,  Lng: -73.117361),  Route carried "under" structure: State highway 15,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 81,500 (year 2015),  Truck Traffic: 1%,  Features Intersected: ROUTE 15,  Facility Carried by Structure: JAMES FARM ROAD
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 58.033,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 11.6m (38.1ft)

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Structure Number: 76,  Location: ROUTE 15 - EXIT NO. 53 (Lat: 41.245172,  Lng: -73.102547),  Route carried "under" structure: State highway 110,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 25,800 (year 2016),  Truck Traffic: 6%,  Features Intersected: ROUTE 110,  Facility Carried by Structure: ROUTE 15
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 5.391,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Frame,  Length of Maximum Span: 19.8m (65.0ft)