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

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Structure Number: 65,  Location: BETWEEN EXIT 17 AND 18 (Lat: 41.121567,  Lng: -73.361258),  Route carried "on" structure: Interstate 95,  Year Built: 1957,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 121,600 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 180,685 (year 2037),  Design Load: H 20,  Features Intersected: COMPO ROAD SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.240,  Lanes on structure: 6,  Lanes under structure: 2,  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: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  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: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 317,  Location: 200 FT NORTH OF DARIEN TL (Lat: 41.091972,  Lng: -73.453525),  Route carried "on" structure: US 1,  Year Built: 1850,  Year Reconstructed: 1927,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 27,100 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,268 (year 2037),  Features Intersected: FIVE MILE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.793,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 331,  Location: 0.1 MI S OF ROUTE 10 (Lat: 41.297303,  Lng: -72.950775),  Route carried "on" structure: US 1,  Year Built: 1950,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 20,500 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,461 (year 2035),  Design Load: HS 20,  Features Intersected: WEST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.883,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.7m (48.2ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 71.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to 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 2020,  Underwater Inspection Date: March 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: 1485,  Location: .39 MI SOUTH OF ROUTE 72 (Lat: 41.671789,  Lng: -72.875606),  Route carried "on" structure: State highway 177,  Year Built: 1947,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 12,800 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,020 (year 2035),  Design Load: HS 20,  Features Intersected: PEQUABUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.704,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 31.4 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 1486,  Location: .4 MI SOUTH OF ROUTE 72 (Lat: 41.674897,  Lng: -72.876636),  Route carried "on" structure: State highway 177,  Year Built: 1961,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 12,800 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,020 (year 2035),  Design Load: HS 20,  Features Intersected: PAN AM RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.074,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 23.0 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: 17.8 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  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: 1616,  Location: .4 MILE EAST OF ROUTE 10 (Lat: 41.670500,  Lng: -72.852278),  Route carried "on" structure: State highway 536,  Year Built: 1946,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,900 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,253 (year 2035),  Features Intersected: QUINNIPIAC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019

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Structure Number: 2214,  Location: 0.2 MILE EAST OF I-84 (Lat: 41.671083,  Lng: -72.839347),  Route carried "on" structure: State highway 536,  Year Built: 1969,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 11,300 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,791 (year 2041),  Design Load: HS 20,  Features Intersected: PAN AM RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 27.2 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: 21.1 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Total Project Cost: $9,195,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2901,  Location: 1.5 MI WEST OF I-84 (Lat: 41.676028,  Lng: -72.857647),  Route carried "on" structure: State highway 72,  Year Built: 1975,  Status: Open,  Structure Length: 4.43m (14.53ft),  Average Daily Traffic: 26,200 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 38,931 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.596,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.9m (140.7ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 46.3 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2902,  Location: 1.5 MI W OF INTERSTATE-84 (Lat: 41.676406,  Lng: -72.857458),  Route carried "on" structure: State highway 72,  Year Built: 1975,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 26,900 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 39,971 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.596,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 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: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2904,  Location: 0.5 MI W OF I-84 INTRCHNG (Lat: 41.675494,  Lng: -72.855164),  Route carried "on" structure: State highway 72,  Year Built: 1975,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 26,200 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 38,931 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 372
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.339,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.7m (186.0ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2908,  Location: 0.2 MILES EAST ROUTE 10 (Lat: 41.675728,  Lng: -72.854386),  Route carried "on" structure: State highway 72,  Year Built: 1975,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 26,200 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 38,931 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 372
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.306,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.7m (186.0ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 2911,  Location: .1 MILE N I-84 INTERSECT (Lat: 41.672000,  Lng: -72.844614),  Route carried "on" structure: State highway 72,  Year Built: 1975,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 70,300 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 104,459 (year 2039),  Design Load: HS 20,  Features Intersected: PAN AM RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.421,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 83.2m (273.0ft),  Out-to-Out Width: 173.4m (568.9ft)

Condition: Superstructure: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 317,  Location: .6 MI E OF SOUTHINGTON TL (Lat: 41.660325,  Lng: -72.848919),  Route carried "on" structure: Interstate 84,  Year Built: 1965,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 47,200 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 70,134 (year 2038),  Design Load: HS 20,  Features Intersected: SUNSET AVENUE #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.214,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3171,  Location: .6 MI E OF SOUTHINGTON TL (Lat: 41.660681,  Lng: -72.849247),  Route carried "on" structure: Interstate 84,  Year Built: 1965,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 47,300 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 70,283 (year 2038),  Design Load: HS 20,  Features Intersected: SUNSET AVENUE #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.230,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3307,  Location: 1.13 MI W NEW BRITAIN TL (Lat: 41.668675,  Lng: -72.845150),  Route carried "on" structure: Interstate 84,  Year Built: 1969,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 41,100 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,070 (year 2038),  Design Load: HS 20,  Features Intersected: SR 536 (WOODFORD AVENUE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.164,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 36.3 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: 27.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  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: Built-up

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Structure Number: 3308,  Location: AT EX 34 CROOKED ST (Lat: 41.668622,  Lng: -72.844228),  Route carried "on" structure: Interstate 84,  Year Built: 1969,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 41,100 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,070 (year 2038),  Design Load: HS 20,  Features Intersected: SR 536 (WOODFORD AVENUE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.212,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3309,  Location: 1/4MI WEST EXIT 33 I-84WB (Lat: 41.670197,  Lng: -72.842700),  Route carried "on" structure: Interstate 84,  Year Built: 1968,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.10m (16.73ft),  Average Daily Traffic: 38,700 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 57,504 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 72 SOUTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.405,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.6m (116.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 331,  Location: 0.3 MI W OF ROUTE 372 (Lat: 41.670192,  Lng: -72.840925),  Route carried "on" structure: State highway 536,  Year Built: 1968,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 14.51m (47.60ft),  Average Daily Traffic: 11,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,345 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE-84 & ROUTE 72
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3311,  Location: I-84/RT 72 INTERCHANGE 11 (Lat: 41.669061,  Lng: -72.825939),  Route carried "on" structure: Interstate 84,  Year Built: 1969,  Status: Open,  Structure Length: 20.21m (66.31ft),  Average Daily Traffic: 41,350 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,442 (year 2038),  Design Load: HS 20,  Features Intersected: RT 72 NB, RR & RT 372
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.805,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3312,  Location: I-84 EXIT 35 (Lat: 41.668494,  Lng: -72.824153),  Route carried "on" structure: Interstate 84,  Year Built: 1969,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 26.00m (85.30ft),  Average Daily Traffic: 41,350 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 61,442 (year 2038),  Design Load: HS 20,  Features Intersected: RT 72, RT 372 & PanAm RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.837,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.8 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: 31.4 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3316,  Location: RTE 72 NB RAMP TO 84 WB (Lat: 41.668658,  Lng: -72.845414),  Route carried "on" structure: Ramp Interstate 84,  Year Built: 1969,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 20,261 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 30,106 (year 2040),  Design Load: HS 20,  Features Intersected: SR 536 (WOODFORD AVENUE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 1,  Lanes under structure: 3,  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: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 32.1 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: 24.6 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: 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3317,  Location: I-84 EB EXIT 33 TO RT72WB (Lat: 41.669058,  Lng: -72.844483),  Route carried "on" structure: Ramp Interstate 84,  Year Built: 1969,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 15.48m (50.79ft),  Average Daily Traffic: 7,650 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,367 (year 2040),  Design Load: HS 20,  Features Intersected: I-84 WB & SR 536
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  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: Built-up

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Structure Number: 3318,  Location: INTERSTATE-84 EB EXIT 33 (Lat: 41.670792,  Lng: -72.843931),  Route carried "on" structure: Ramp Interstate 84,  Year Built: 1969,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 3,600 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,349 (year 2038),  Design Load: HS 20,  Features Intersected: ROUTE 72 SOUTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Inventory Rating: 61.9 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3319,  Location: 1.80 MILE SOUTH ROUTE 177 (Lat: 41.671553,  Lng: -72.844264),  Route carried "on" structure: State highway 72,  Year Built: 1969,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 68,500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 101,784 (year 2038),  Features Intersected: QUINNIPIAC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.405,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 29 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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,  Inspection Date: May 2021

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Structure Number: 4312,  Location: 0.1 MILE E OF EXPWY END (Lat: 41.674111,  Lng: -72.882764),  Route carried "on" structure: State highway 72,  Year Built: 1980,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 54,800 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 81,427 (year 2039),  Design Load: HS 20,  Features Intersected: PEQUABUCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.865,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.6 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: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: Built-up

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Structure Number: 4313,  Location: 0.25 MI. NORTH OF RTE 177 (Lat: 41.675367,  Lng: -72.880833),  Route carried "on" structure: State highway 72,  Year Built: 1980,  Status: Open,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 28,800 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 42,794 (year 2035),  Design Load: HS 20,  Features Intersected: PAN AM RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.688,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 82.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4314,  Location: 800 FT NORTH OF ROUTE 177 (Lat: 41.676322,  Lng: -72.879364),  Route carried "on" structure: State highway 72,  Year Built: 1980,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 28,400 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,200 (year 2035),  Design Load: HS 20,  Features Intersected: CAMP STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.511,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  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: 4315,  Location: AT EXIT 1 (Lat: 41.677525,  Lng: -72.877108),  Route carried "on" structure: State highway 72,  Year Built: 1980,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 29,700 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,131 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 177
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.270,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 17.2 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: 13.3 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: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum 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: Built-up

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Structure Number: 4316,  Location: APPR .5 MI WEST OF RTE 10 (Lat: 41.677594,  Lng: -72.866261),  Route carried "on" structure: State highway 72,  Year Built: 1980,  Status: Open,  Structure Length: 23.29m (76.41ft),  Average Daily Traffic: 52,400 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 77,861 (year 2035),  Design Load: HS 20,  Features Intersected: CRONK RD, PAN AM,PEQ. R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.256,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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: Preformed Fabric

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Structure Number: 4544,  Location: 100' FROM JCT CAROL DRIVE (Lat: 41.655064,  Lng: -72.865414),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 3,416 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,076 (year 2040),  Features Intersected: QUINNIPIAC RIVER,  Facility Carried by Structure: SHUTTLEMEADOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2020

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Structure Number: 4545,  Location: 0.6 MI. SOUTH OF ROUTE 10 (Lat: 41.656775,  Lng: -72.859717),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,924 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,859 (year 2038),  Design Load: HL 93,  Features Intersected: QUINNIPIAC RIVER,  Facility Carried by Structure: STILLWELL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  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: 4546,  Location: 600' FROM CYRENUS STREET (Lat: 41.663103,  Lng: -72.853394),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,732 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,059 (year 2040),  Features Intersected: QUINNIPIAC RIVER,  Facility Carried by Structure: TOMLINSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 97.2 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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Total Project Cost: $1,410,000

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Structure Number: 65,  Location: 0.2 MI W OF EAST JCT 372 (Lat: 41.671725,  Lng: -72.837981),  Route carried "on" structure: State highway 536,  Year Built: 1969,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 10,400 (year 2020),  Average Future Daily Traffic: 15,453 (year 2040),  Features Intersected: QUINNIPIAC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 2901,  Location: 1.5 MI WEST OF I-84 (Lat: 41.676028,  Lng: -72.857647),  Route carried "under" structure: State highway 10,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 13,800 (year 2015),  Truck Traffic: 6%,  Features Intersected: ROUTE 10,  Facility Carried by Structure: ROUTE 72 EB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 48.168,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 42.9m (140.7ft)

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Structure Number: 2902,  Location: 1.5 MI W OF INTERSTATE-84 (Lat: 41.676406,  Lng: -72.857458),  Route carried "under" structure: State highway 10,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 12,400 (year 2015),  Truck Traffic: 6%,  Features Intersected: ROUTE 10,  Facility Carried by Structure: ROUTE 72 WB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 48.216,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 2904,  Location: 0.5 MI W OF I-84 INTRCHNG (Lat: 41.675494,  Lng: -72.855164),  Route carried "under" structure: State highway 372,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 14,400 (year 2015),  Truck Traffic: 6%,  Features Intersected: ROUTE 372,  Facility Carried by Structure: ROUTE 72 EB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.720,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 2908,  Location: 0.2 MILES EAST ROUTE 10 (Lat: 41.675728,  Lng: -72.854386),  Route carried "under" structure: State highway 372,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2015),  Truck Traffic: 6%,  Features Intersected: ROUTE 372,  Facility Carried by Structure: ROUTE 72 WB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 3.058,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: 3307,  Location: 1.13 MI W NEW BRITAIN TL (Lat: 41.668675,  Lng: -72.845150),  Route carried "under" structure: State highway 536,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 12,600 (year 2015),  Truck Traffic: 5%,  Features Intersected: SR 536 (WOODFORD AVENUE),  Facility Carried by Structure: INTERSTATE-84 WB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.513,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 3308,  Location: AT EX 34 CROOKED ST (Lat: 41.668622,  Lng: -72.844228),  Route carried "under" structure: State highway 536,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 12,600 (year 2015),  Truck Traffic: 10%,  Features Intersected: SR 536 (WOODFORD AVENUE),  Facility Carried by Structure: INTERSTATE-84 EB
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 1.593,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 3309,  Location: 1/4MI WEST EXIT 33 I-84WB (Lat: 41.670197,  Lng: -72.842700),  Route carried "under" structure: State highway 72,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 26,300 (year 2019),  Truck Traffic: 6%,  Features Intersected: ROUTE 72 SOUTHBOUND,  Facility Carried by Structure: INTERSTATE-84 WB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 6.148,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

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Structure Number: 331,  Location: 0.3 MI W OF ROUTE 372 (Lat: 41.670192,  Lng: -72.840925),  Route carried "under" structure: Interstate 84,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 78,000 (year 2018),  Truck Traffic: 9%,  Features Intersected: INTERSTATE-84 & ROUTE 72,  Facility Carried by Structure: SR536 - CROOKED ST
Minimum Vertical Clearance: 6.05m (19.85ft),  Kilometerpoint: 79.518,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 331,  Location: 0.3 MI W OF ROUTE 372 (Lat: 41.670192,  Lng: -72.840925),  Route carried "under" structure: State highway 72,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 56,500 (year 2018),  Truck Traffic: 6%,  Features Intersected: INTERSTATE-84 & ROUTE 72,  Facility Carried by Structure: SR536 - CROOKED ST
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 6.019,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 3311,  Location: I-84/RT 72 INTERCHANGE 11 (Lat: 41.669061,  Lng: -72.825939),  Route carried "under" structure: State highway 72,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 26,400 (year 2018),  Truck Traffic: 6%,  Features Intersected: RT 72 NB, RR & RT 372,  Facility Carried by Structure: INTERSTATE-84 WB
Minimum Vertical Clearance: 6.50m (21.33ft),  Kilometerpoint: 4.844,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 3311,  Location: I-84/RT 72 INTERCHANGE 11 (Lat: 41.669061,  Lng: -72.825939),  Route carried "under" structure: State highway 372,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 9,400 (year 2018),  Truck Traffic: 6%,  Features Intersected: RT 72 NB, RR & RT 372,  Facility Carried by Structure: INTERSTATE-84 WB
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 5.520,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 3312,  Location: I-84 EXIT 35 (Lat: 41.668494,  Lng: -72.824153),  Route carried "under" structure: State highway 72,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 53,200 (year 2015),  Truck Traffic: 10%,  Features Intersected: RT 72, RT 372 & PanAm RR,  Facility Carried by Structure: INTERSTATE-84 EB
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 4.715,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 3312,  Location: I-84 EXIT 35 (Lat: 41.668494,  Lng: -72.824153),  Route carried "under" structure: State highway 372,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2015),  Truck Traffic: 5%,  Features Intersected: RT 72, RT 372 & PanAm RR,  Facility Carried by Structure: INTERSTATE-84 EB
Minimum Vertical Clearance: 8.38m (27.49ft),  Kilometerpoint: 4.715,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 3316,  Location: RTE 72 NB RAMP TO 84 WB (Lat: 41.668658,  Lng: -72.845414),  Route carried "under" structure: State highway 536,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 12,600 (year 2015),  Truck Traffic: 5%,  Features Intersected: SR 536 (WOODFORD AVENUE),  Facility Carried by Structure: I-84 TR 814
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 1.497,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 3317,  Location: I-84 EB EXIT 33 TO RT72WB (Lat: 41.669058,  Lng: -72.844483),  Route carried "under" structure: State highway 536,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 12,600 (year 2018),  Truck Traffic: 5%,  Features Intersected: I-84 WB & SR 536,  Facility Carried by Structure: I-84 TR 813
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 1.545,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 3317,  Location: I-84 EB EXIT 33 TO RT72WB (Lat: 41.669058,  Lng: -72.844483),  Route carried "under" structure: Interstate 84,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 39,000 (year 2018),  Truck Traffic: 9%,  Features Intersected: I-84 WB & SR 536
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 79.292,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: 3318,  Location: INTERSTATE-84 EB EXIT 33 (Lat: 41.670792,  Lng: -72.843931),  Route carried "under" structure: State highway 72,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 25,700 (year 2018),  Truck Traffic: 8%,  Features Intersected: ROUTE 72 SOUTHBOUND,  Facility Carried by Structure: I-84 TR 813
Minimum Vertical Clearance: 8.33m (27.33ft),  Kilometerpoint: 6.276,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)