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

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Structure Number: 417,  Location: .22MI N OF ACCESS TO I-91 (Lat: 41.714389,  Lng: -72.640747),  Route carried "on" structure: State highway 3,  Year Built: 1959,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 72.94m (239.30ft),  Average Daily Traffic: 58,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 86,182 (year 2038),  Design Load: HS 20,  Features Intersected: GREAT MEADOW RD & CT RV.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.717,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 24.4m (80.1ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 10,  Length of Maximum Span: 97.2m (318.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 448,  Location: JCT OF 15 AND BERLIN TNPK (Lat: 41.712292,  Lng: -72.698347),  Route carried "on" structure: State highway 15,  Year Built: 1942,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 12,800 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,020 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 314 - BERLIN TNPK.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 125.593,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  Inventory Rating: 73.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 642,  Location: 0.3 MI SOUTH HARTFORD TL (Lat: 41.726117,  Lng: -72.668261),  Route carried "on" structure: US 5,  Year Built: 1942,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 41,200 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 61,219 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 99-SILAS DEANE HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.837,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.2m (69.6ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.3 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 806,  Location: 0.1 MI N OF NEWINGTON TL (Lat: 41.698333,  Lng: -72.704444),  Route carried "on" structure: State highway 15,  Year Built: 1942,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 45,800 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 68,054 (year 2035),  Design Load: H 20,  Features Intersected: ROUTE 175
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.871,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 807,  Location: 0.4 MILE SOUTH OF RTE 314 (Lat: 41.714756,  Lng: -72.691392),  Route carried "on" structure: City street ,  Year Built: 1942,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 2.79m (9.15ft),  Average Daily Traffic: 6,172 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,171 (year 2040),  Features Intersected: ROUTE 15 & US ROUTE 5,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 127.895,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 808,  Location: 1 MILE SO. OF HARTFORD TL (Lat: 41.719425,  Lng: -72.679222),  Route carried "on" structure: State highway 15,  Year Built: 1942,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 35,100 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 52,155 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: FOLLY BROOK BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 127.219,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  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: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 809,  Location: 0.3 MI SOUTH OF ROUTE 99 (Lat: 41.723161,  Lng: -72.672867),  Route carried "on" structure: US 5,  Year Built: 1942,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 37,100 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 55,127 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 314 & WOLCOTT HILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 127.895,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 81,  Location: 0.1 MILE SOUTH OF RTE. 99 (Lat: 41.724775,  Lng: -72.670264),  Route carried "on" structure: State highway 15,  Year Built: 1943,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 34,900 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 51,858 (year 2039),  Design Load: H 20,  Features Intersected: MC MULLEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.216,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 75.3 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: 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: September 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 811,  Location: 0.2 MI SO. OF HARTFORD TL (Lat: 41.726775,  Lng: -72.667222),  Route carried "on" structure: State highway 15,  Year Built: 1942,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 42,200 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 62,705 (year 2035),  Design Load: H 20,  Features Intersected: P&W RR & HARTFORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.522,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Total Project Cost: $5,380,000,  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: 812,  Location: 0.26 MILE NORTH OF RTE 99 (Lat: 41.727758,  Lng: -72.665900),  Route carried "on" structure: State highway 15,  Year Built: 1941,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 39,200 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 58,247 (year 2035),  Features Intersected: FOLLY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.844,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: 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: August 2021

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Structure Number: 1209,  Location: 0.3 MI N OF ROUTE 99 (Lat: 41.728544,  Lng: -72.665153),  Route carried "on" structure: State highway 15,  Year Built: 1941,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 39,200 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 58,247 (year 2038),  Features Intersected: PUMPING STATION OUTLET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.941,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Structural Evaluation: 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: May 2020

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Structure Number: 145,  Location: 200' NO. OF ROCKY HILL TL (Lat: 41.684975,  Lng: -72.651114),  Route carried "on" structure: Interstate 91,  Year Built: 1964,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 149,400 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 221,993 (year 2035),  Features Intersected: GOFF BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.531,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Structural Evaluation: 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: April 2021

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Structure Number: 1451,  Location: 0.1 MI N OF ROCKY HILL TL (Lat: 41.686303,  Lng: -72.650203),  Route carried "on" structure: Interstate 91,  Year Built: 1964,  Status: Open,  Structure Length: 4.10m (13.45ft),  Average Daily Traffic: 73,900 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 109,808 (year 2035),  Design Load: HS 20,  Features Intersected: PROVIDENCE& WORCESTER RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.676,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  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: Preformed Fabric

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Structure Number: 1452,  Location: 0.1 MI N OF ROCKY HILL TL (Lat: 41.686572,  Lng: -72.650431),  Route carried "on" structure: Interstate 91,  Year Built: 1964,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 75,500 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 112,185 (year 2035),  Design Load: HS 20,  Features Intersected: PROVIDENCE& WORCESTER RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.692,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  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: Preformed Fabric

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Structure Number: 1453,  Location: APPROX 1 M SO OF ROUTE 3 (Lat: 41.686847,  Lng: -72.649892),  Route carried "on" structure: Interstate 91,  Year Built: 1964,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 73,900 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 109,808 (year 2035),  Design Load: HS 20,  Features Intersected: MIDDLETOWN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.740,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1455,  Location: 0.5 MI N OF ROCKY HILL TL (Lat: 41.691797,  Lng: -72.647389),  Route carried "on" structure: Interstate 91,  Year Built: 1964,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 143,400 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 213,078 (year 2039),  Features Intersected: BEAVER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.336,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 49.1m (161.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021

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Structure Number: 1456,  Location: 0.5 MILE SOUTH OF EXIT 25 (Lat: 41.698300,  Lng: -72.643925),  Route carried "on" structure: Interstate 91,  Year Built: 1964,  Status: Open,  Structure Length: 3.46m (11.35ft),  Average Daily Traffic: 74,700 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 110,997 (year 2035),  Design Load: HS 20,  Features Intersected: ELM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.108,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1457,  Location: 0.7 MILE SOUTH OF ROUTE 3 (Lat: 41.698408,  Lng: -72.644258),  Route carried "on" structure: Interstate 91,  Year Built: 1964,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 75,450 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 112,111 (year 2035),  Design Load: HS 20,  Features Intersected: ELM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.124,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.1 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: 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1459,  Location: 1.2 MILE S OF HARTFORD TL (Lat: 41.714217,  Lng: -72.648139),  Route carried "on" structure: Interstate 91,  Year Built: 1964,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 123,000 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 182,766 (year 2035),  Design Load: HS 20,  Features Intersected: GREAT MEADOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.927,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 35.7m (117.1ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.7 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: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: Preformed Fabric

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Structure Number: 146,  Location: .4 MI. S HARTFORD TOWN LN (Lat: 41.725619,  Lng: -72.654039),  Route carried "on" structure: Interstate 91,  Year Built: 1964,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 10.31m (33.83ft),  Average Daily Traffic: 132,000 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 196,139 (year 2035),  Design Load: HS 20,  Features Intersected: WETHERSFIELD COVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.279,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 34 degrees,  Navigation Control: Yes ( Vertical Clearance: 11.6m (38.1ft), Horizontal Clearance: 18.3m (60.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 32.6m (107.0ft),  Out-to-Out Width: 35.3m (115.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4191,  Location: 1250 FEET WEST OF ROUTE 3 (Lat: 41.682422,  Lng: -72.669267),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 5,306 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,884 (year 2040),  Features Intersected: TWO STONE BROOK,  Facility Carried by Structure: GRISWOLD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 6087,  Location: 200' W OF FOLLYBROOK BLVD (Lat: 41.717050,  Lng: -72.680453),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 67 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 100 (year 2038),  Features Intersected: FOLLY BROOK,  Facility Carried by Structure: SPRUCE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018

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Structure Number: 6288,  Location: 0.8 MILE NORTH OF RTE. 99 (Lat: 41.705000,  Lng: -72.647681),  Route carried "on" structure: State highway 3,  Year Built: 1994,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 9,600 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,265 (year 2038),  Design Load: HS 20,  Features Intersected: I-91 TR 802
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.864,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 82.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 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: 6289,  Location: OVER I-91 (Lat: 41.707417,  Lng: -72.645200),  Route carried "on" structure: State highway 3,  Year Built: 1994,  Status: Open,  Structure Length: 12.89m (42.29ft),  Average Daily Traffic: 38,431 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 57,105 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE-91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.153,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.2 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: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 629,  Location: ROUTE 3 SB OVER I-91 (Lat: 41.709086,  Lng: -72.645292),  Route carried "on" structure: State highway 3,  Year Built: 1994,  Status: Open,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 24,700 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 36,702 (year 2038),  Design Load: HS 20,  Features Intersected: INTERSTATE-91 & TR804
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.250,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 70.1m (230.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.2 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: 48.6 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: 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,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6822,  Location: 250' N OF SPRING ST (Lat: 41.699956,  Lng: -72.654736),  Route carried "on" structure: State highway 3,  Year Built: 2002,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 20,300 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 30,164 (year 2038),  Design Load: HL 93,  Features Intersected: BEAVER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.059,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2021

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Structure Number: 448,  Location: JCT OF 15 AND BERLIN TNPK (Lat: 41.712292,  Lng: -72.698347),  Route carried "under" structure: State highway 314,  Year Built: 1942,  Structure Length: 0. m,  Average Daily Traffic: 12,800 (year 2018),  Truck Traffic: 9%,  Features Intersected: ROUTE 314 - BERLIN TNPK.,  Facility Carried by Structure: ROUTE 15 SB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 642,  Location: 0.3 MI SOUTH HARTFORD TL (Lat: 41.726117,  Lng: -72.668261),  Route carried "under" structure: State highway 99,  Year Built: 1942,  Structure Length: 0. m,  Average Daily Traffic: 15,600 (year 2018),  Truck Traffic: 6%,  Features Intersected: ROUTE 99-SILAS DEANE HWY,  Facility Carried by Structure: US ROUTE 5 &RTE 15
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 16.898,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.2m (69.6ft)

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Structure Number: 806,  Location: 0.1 MI N OF NEWINGTON TL (Lat: 41.698333,  Lng: -72.704444),  Route carried "under" structure: State highway 175,  Year Built: 1942,  Structure Length: 0. m,  Average Daily Traffic: 19,700 (year 2015),  Truck Traffic: 5%,  Features Intersected: ROUTE 175,  Facility Carried by Structure: ROUTE 15 & US 5
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 6.212,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 807,  Location: 0.4 MILE SOUTH OF RTE 314 (Lat: 41.714756,  Lng: -72.691392),  Route carried "under" structure: State highway 15,  Year Built: 1942,  Structure Length: 0. m,  Average Daily Traffic: 35,100 (year 2016),  Truck Traffic: 10%,  Features Intersected: ROUTE 15 & US ROUTE 5,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 126.140,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 809,  Location: 0.3 MI SOUTH OF ROUTE 99 (Lat: 41.723161,  Lng: -72.672867),  Route carried "under" structure: State highway 314,  Year Built: 1942,  Structure Length: 0. m,  Average Daily Traffic: 9,400 (year 2018),  Truck Traffic: 5%,  Features Intersected: ROUTE 314 & WOLCOTT HILL,  Facility Carried by Structure: U.S. ROUTE 5 & ROU
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 2.897,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 6288,  Location: 0.8 MILE NORTH OF RTE. 99 (Lat: 41.705000,  Lng: -72.647681),  Route carried "under" structure: Ramp State highway 3,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2018),  Truck Traffic: 6%,  Features Intersected: I-91 TR 802
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 6289,  Location: OVER I-91 (Lat: 41.707417,  Lng: -72.645200),  Route carried "under" structure: Interstate 91,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 121,900 (year 2015),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-91,  Facility Carried by Structure: ROUTE 3 NORTHBOUND
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 54.187,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 64.0m (210.0ft)

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Structure Number: 629,  Location: ROUTE 3 SB OVER I-91 (Lat: 41.709086,  Lng: -72.645292),  Route carried "under" structure: Interstate 91,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 121,900 (year 2015),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-91 & TR804,  Facility Carried by Structure: ROUTE 3 SOUTHBOUND
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 54.331,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 70.1m (230.0ft)

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Structure Number: 629,  Location: ROUTE 3 SB OVER I-91 (Lat: 41.709086,  Lng: -72.645292),  Route carried "under" structure: Ramp Interstate 91,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 2,100 (year 2015),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-91 & TR804,  Facility Carried by Structure: ROUTE 3 SOUTHBOUND
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 70.1m (230.0ft)