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

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Structure Number: 693,  Location: 2.3 MI E OF NY STATE (Lat: 41.067744,  Lng: -73.670217),  Route carried "on" structure: State highway 15,  Year Built: 1935,  Status: Posted for load-capacity,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 51,400 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 76,375 (year 2035),  Design Load: H 20,  Features Intersected: PRVT ACCESS RD AND BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.718,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 78.0 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: Somewhat better than minimum adequacy,  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: June 2020

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Structure Number: 1047,  Location: .5 WEST OF RT. 6 & 67 (Lat: 41.500742,  Lng: -73.219931),  Route carried "on" structure: State highway 67,  Year Built: 1958,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 5,700 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,470 (year 2037),  Design Load: HS 20,  Features Intersected: POMPERAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.108,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 90.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1149,  Location: BTWN I-84 EXITS 13 & 14 (Lat: 41.450281,  Lng: -73.248292),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 639 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 949 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE 84,  Facility Carried by Structure: ICHABOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.509,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: High priority of replacement,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 115,  Location: AT EXIT 14 (Lat: 41.457994,  Lng: -73.234325),  Route carried "on" structure: Interstate 84,  Year Built: 1963,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 35,650 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 52,972 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 172
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.493,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 65.1 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: 49.9 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1151,  Location: EXIT 14 (Lat: 41.458339,  Lng: -73.234508),  Route carried "on" structure: Interstate 84,  Year Built: 1963,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 35,650 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 52,972 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 172
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.509,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.8 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: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  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: 1152,  Location: .9 MILE EAST OF ROUTE 172 (Lat: 41.466197,  Lng: -73.221467),  Route carried "on" structure: Interstate 84,  Year Built: 1963,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 37,350 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 55,498 (year 2038),  Design Load: HS 20,  Features Intersected: PETER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.909,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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: 1153,  Location: .9 MI E OF ROUTE 172 (Lat: 41.466564,  Lng: -73.221661),  Route carried "on" structure: Interstate 84,  Year Built: 1963,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 37,350 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 55,498 (year 2038),  Design Load: HS 20,  Features Intersected: PETER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.925,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 34.3 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: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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: 1154,  Location: 0.3 MI W OF US ROUTE 6 (Lat: 41.473003,  Lng: -73.216433),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 9.80m (32.15ft),  Average Daily Traffic: 5,219 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,755 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE 84 & RAMP 40,  Facility Carried by Structure: BULLET HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.5 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: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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

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Structure Number: 1155,  Location: INTERSTATE-84 EXIT 15 (Lat: 41.476686,  Lng: -73.211217),  Route carried "on" structure: Interstate 84,  Year Built: 1963,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 30,950 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 45,989 (year 2038),  Design Load: HS 20,  Features Intersected: US RTE 6, RTE 67, STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.341,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.7 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: 33.7 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Total Project Cost: $2,080,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1156,  Location: I-84 WB EXIT NO. 15 (Lat: 41.476933,  Lng: -73.211625),  Route carried "on" structure: Interstate 84,  Year Built: 1963,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 30,950 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 45,989 (year 2038),  Design Load: HS 20,  Features Intersected: US RTE 6, RTE 67, STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.341,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.1 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: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Total Project Cost: $2,080,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1157,  Location: .7 MI WEST OF ROUTE 188 (Lat: 41.489242,  Lng: -73.174056),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 756 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,123 (year 2040),  Design Load: H 20,  Features Intersected: INTERSTATE 84,  Facility Carried by Structure: BUCKS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.750,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 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: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Total Project Cost: $7,000,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1158,  Location: EXIT 16 FROM I-84 (Lat: 41.493686,  Lng: -73.162119),  Route carried "on" structure: Interstate 84,  Year Built: 1964,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 34,450 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 51,189 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 188
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.896,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1159,  Location: EXIT 16 FROM I-84 (Lat: 41.494003,  Lng: -73.162356),  Route carried "on" structure: Interstate 84,  Year Built: 1964,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 34,450 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 51,189 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 188
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.896,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 40.5 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: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1475,  Location: I 84 EXIT 14 & 1 MILE NOR (Lat: 41.466917,  Lng: -73.248364),  Route carried "on" structure: State highway 172,  Year Built: 1939,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 7,400 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,996 (year 2037),  Design Load: HS 20,  Features Intersected: POMPERAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.754,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.4m (83.3ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  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: 2751,  Location: 1 MI SOUTH OF JCT RTE 67 (Lat: 41.499150,  Lng: -73.256550),  Route carried "on" structure: State highway 172,  Year Built: 1935,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,687 (year 2039),  Design Load: H 20,  Features Intersected: TRANSYLVANIA BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.681,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 61.6 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: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3914,  Location: 100' EAST OF JCT RTE 188 (Lat: 41.479717,  Lng: -73.156653),  Route carried "on" structure: ServiceState highway 486,  Year Built: 1975,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 3,500 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,201 (year 2037),  Features Intersected: EIGHT MILE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than 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: August 2021

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Structure Number: 4243,  Location: AT BEGINNING OF ROUTE 72 (Lat: 41.669167,  Lng: -72.774178),  Route carried "on" structure: State highway 72,  Year Built: 1978,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 17,200 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,557 (year 2039),  Design Load: HS 20,  Features Intersected: RTE 9SB & RTE 9-RAMP 055
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.3 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: Better than present minimum 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: Built-up

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Structure Number: 5031,  Location: .5 MI WEST OF ROUTE 172 (Lat: 41.472358,  Lng: -73.257472),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 618 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 918 (year 2040),  Design Load: HL 93,  Features Intersected: TRANSYLVANIA BROOK,  Facility Carried by Structure: EAST FLAT HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.0m (42.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.9 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Total Project Cost: $1,525,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5541,  Location: 500' EAST FROM ROUTE 188 (Lat: 41.476319,  Lng: -73.157219),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 261 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 388 (year 2038),  Design Load: HS 20,  Features Intersected: EIGHT MILE BROOK,  Facility Carried by Structure: BRISTOL TOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 84.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5767,  Location: 1/10 MI N OF ROUTE 172 (Lat: 41.510239,  Lng: -73.249022),  Route carried "on" structure: State highway 67,  Year Built: 1989,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 4,300 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,389 (year 2037),  Features Intersected: TRANSYLVANIA BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.962,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 10.9m (35.8ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 6259,  Location: +/- 180 FT EAST OF NEW RD (Lat: 41.487933,  Lng: -73.268306),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,051 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,562 (year 2035),  Features Intersected: SPRUCE BROOK,  Facility Carried by Structure: SPRUCE BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.5m (4.9ft)

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

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Structure Number: 693,  Location: 100 FT W OF LEE FARM DR (Lat: 41.433894,  Lng: -73.229675),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 400 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 594 (year 2038),  Features Intersected: LEE BROOK,  Facility Carried by Structure: SCOUT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 70.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 7012,  Location: 300' west of Route 172 (Lat: 41.483219,  Lng: -73.258750),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 350 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 520 (year 2038),  Design Load: HL 93,  Features Intersected: TRANSYLVANIA BRK OVRFLOW,  Facility Carried by Structure: SPRUCE BROOK ROAD
Minimum Vertical Clearance: 8.53m (27.99ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.9 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: Better than 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: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1149,  Location: BTWN I-84 EXITS 13 & 14 (Lat: 41.450281,  Lng: -73.248292),  Route carried "under" structure: Interstate 84,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 75,100 (year 2018),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 84,  Facility Carried by Structure: ICHABOD ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 31.028,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 115,  Location: AT EXIT 14 (Lat: 41.457994,  Lng: -73.234325),  Route carried "under" structure: State highway 172,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 8,700 (year 2017),  Truck Traffic: 5%,  Features Intersected: ROUTE 172,  Facility Carried by Structure: INTERSTATE 84 EB
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 1151,  Location: EXIT 14 (Lat: 41.458339,  Lng: -73.234508),  Route carried "under" structure: State highway 172,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 8,700 (year 2017),  Truck Traffic: 5%,  Features Intersected: ROUTE 172,  Facility Carried by Structure: INTERSTATE 84 WB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 1154,  Location: 0.3 MI W OF US ROUTE 6 (Lat: 41.473003,  Lng: -73.216433),  Route carried "under" structure: Interstate 84,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 68,100 (year 2018),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 84 & RAMP 40,  Facility Carried by Structure: BULLET HILL ROAD
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 34.794,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 1154,  Location: 0.3 MI W OF US ROUTE 6 (Lat: 41.473003,  Lng: -73.216433),  Route carried "under" structure: Ramp Interstate 84,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 5,800 (year 2018),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 84 & RAMP 40,  Facility Carried by Structure: BULLET HILL ROAD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 1155,  Location: INTERSTATE-84 EXIT 15 (Lat: 41.476686,  Lng: -73.211217),  Route carried "under" structure: US 6,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 20,400 (year 2017),  Truck Traffic: 6%,  Features Intersected: US RTE 6, RTE 67, STREAM,  Facility Carried by Structure: INTERSTATE 84 EB
Minimum Vertical Clearance: 8.46m (27.76ft),  Kilometerpoint: 35.792,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 1156,  Location: I-84 WB EXIT NO. 15 (Lat: 41.476933,  Lng: -73.211625),  Route carried "under" structure: US 6,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 20,400 (year 2017),  Truck Traffic: 6%,  Features Intersected: US RTE 6, RTE 67, STREAM,  Facility Carried by Structure: INTERSTATE 84 WB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 35.840,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 1157,  Location: .7 MI WEST OF ROUTE 188 (Lat: 41.489242,  Lng: -73.174056),  Route carried "under" structure: Interstate 84,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 72,100 (year 2018),  Truck Traffic: 9%,  Features Intersected: INTERSTATE 84,  Facility Carried by Structure: BUCKS HILL ROAD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 38.801,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 1158,  Location: EXIT 16 FROM I-84 (Lat: 41.493686,  Lng: -73.162119),  Route carried "under" structure: State highway 188,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 8,300 (year 2017),  Truck Traffic: 6%,  Features Intersected: ROUTE 188,  Facility Carried by Structure: INTERSTATE 84 EB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 16.464,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 1159,  Location: EXIT 16 FROM I-84 (Lat: 41.494003,  Lng: -73.162356),  Route carried "under" structure: State highway 188,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 8,300 (year 2017),  Truck Traffic: 6%,  Features Intersected: ROUTE 188,  Facility Carried by Structure: INTERSTATE 84 WB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 16.496,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 4264,  Location: I-84 EXIT 13 (Lat: 41.442225,  Lng: -73.249275),  Route carried "under" structure: Ramp Interstate 84,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 700 (year 2018),  Truck Traffic: 14%,  Features Intersected: INTERSTATE 84,  Facility Carried by Structure: RIVER ROAD #1
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 30.159,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 54.3m (178.1ft)

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Structure Number: 4264,  Location: I-84 EXIT 13 (Lat: 41.442225,  Lng: -73.249275),  Route carried "under" structure: Ramp Interstate 84,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 14%,  Features Intersected: INTERSTATE 84,  Facility Carried by Structure: RIVER ROAD #1
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 30.159,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 54.3m (178.1ft)

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Structure Number: 4264,  Location: I-84 EXIT 13 (Lat: 41.442225,  Lng: -73.249275),  Route carried "under" structure: Interstate 84,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 75,100 (year 2018),  Truck Traffic: 14%,  Features Intersected: INTERSTATE 84,  Facility Carried by Structure: RIVER ROAD #1
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 30.159,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 54.3m (178.1ft)