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

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Structure Number: 443,  Location: 1.2 MI N OF E WINDSOR TL (Lat: 41.953133,  Lng: -72.601083),  Route carried "on" structure: US 5,  Year Built: 1959,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 7.70m (25.26ft),  Average Daily Traffic: 13,800 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,505 (year 2036),  Design Load: HS 20,  Features Intersected: INTERSTATE-91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.325,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 444,  Location: 500 FT SOUTH OF RTE 220 (Lat: 41.996672,  Lng: -72.594461),  Route carried "on" structure: US 5,  Year Built: 1934,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 12,700 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,871 (year 2036),  Design Load: H 20,  Features Intersected: FRESHWATER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.442,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 30.8 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: 23.7 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: 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,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1274,  Location: 0.25 MILES W OF ROUTE 5 (Lat: 41.938461,  Lng: -72.607131),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 1,900 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,823 (year 2041),  Design Load: HS 20,  Features Intersected: INTERSTATE-91,  Facility Carried by Structure: PLEASANT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: 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: 31.1 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: 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: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1282,  Location: 0.3 MILE EAST OF U.S. 5 (Lat: 41.990233,  Lng: -72.587703),  Route carried "on" structure: State highway 190,  Year Built: 1960,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 30,400 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 45,171 (year 2035),  Design Load: HS 20,  Features Intersected: INTERSTATE-91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.826,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 33.1m (108.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1287,  Location: .25 MI WEST OF US 5 (Lat: 42.023789,  Lng: -72.589447),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 6.24m (20.47ft),  Average Daily Traffic: 435 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 646 (year 2040),  Design Load: HS 20,  Features Intersected: INTERSTATE-91,  Facility Carried by Structure: SWORD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1527,  Location: 0.1 MI SOUTH OF ROUTE 190 (Lat: 41.982794,  Lng: -72.516000),  Route carried "on" structure: State highway 191,  Year Built: 1949,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 6,400 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,510 (year 2036),  Design Load: HS 20,  Features Intersected: SCANTIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.758,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.7m (71.2ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 60.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: May 2020,  Underwater 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: 336,  Location: 0.5 MILE WEST OF I-91 (Lat: 41.990394,  Lng: -72.597742),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 3,780 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,617 (year 2040),  Design Load: HS 20,  Features Intersected: ROUTE 190,  Facility Carried by Structure: PEARL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.735,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.6m (90.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3361,  Location: 2.7 MI N OF I-91 (Lat: 41.990447,  Lng: -72.593808),  Route carried "on" structure: US 5,  Year Built: 1966,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 11,000 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,345 (year 2036),  Design Load: HS 20,  Features Intersected: ROUTE 190
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.718,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3944,  Location: 1.5 MILES WEST OF RTE 191 (Lat: 41.954944,  Lng: -72.554544),  Route carried "on" structure: City street ,  Year Built: 1968,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 8,950 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,299 (year 2040),  Design Load: HS 20,  Features Intersected: SCANTIC RIVER,  Facility Carried by Structure: TOWN FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3952,  Location: 0.5 MILE WEST OF ROUTE 5 (Lat: 41.998356,  Lng: -72.600358),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,600 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,835 (year 2036),  Features Intersected: FRESHWATER BROOK,  Facility Carried by Structure: NORTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.143,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3972,  Location: 1750 FT SOUTH OF RTE 190 (Lat: 41.981858,  Lng: -72.539925),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 3,199 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,753 (year 2040),  Design Load: HL 93,  Features Intersected: SCANTIC RIVER,  Facility Carried by Structure: SOUTH MAPLE 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),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 67.1 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: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4506,  Location: 50 FT N OF ASNUNTUCK ST (Lat: 41.998392,  Lng: -72.604519),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,057 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,571 (year 2040),  Features Intersected: FRESHWATER BROOK,  Facility Carried by Structure: SOUTH RIVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 94.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Total Project Cost: $3,375,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5629,  Location: 0.8 MILE NORTH OF EXIT 46 (Lat: 41.963608,  Lng: -72.590511),  Route carried "on" structure: Interstate 91,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 99,000 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 147,104 (year 2038),  Design Load: HS 20,  Features Intersected: OLIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.422,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.3m (43.6ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 35.6m (116.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 77.8 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: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5636,  Location: 0.4 MILE NORTH OF EXIT 46 (Lat: 41.957178,  Lng: -72.593803),  Route carried "on" structure: Interstate 91,  Year Built: 1987,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 98,000 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 145,618 (year 2035),  Design Load: HS 20,  Features Intersected: BEAMANS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.649,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 30 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: 35.4m (116.1ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 82.0 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: 63.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019

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Structure Number: 5639,  Location: 1.4 MILE SOUTH OF EXIT 47 (Lat: 41.970364,  Lng: -72.588228),  Route carried "on" structure: Interstate 91,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 99,000 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 147,104 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: POST OFFICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.178,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5641,  Location: AT EXIT 48 (Lat: 41.997761,  Lng: -72.585814),  Route carried "on" structure: Interstate 91,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 84,400 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 125,410 (year 2035),  Design Load: HS 20,  Features Intersected: ROUTE 220
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.268,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 35.6m (116.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.8 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: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5642,  Location: 0.5 MILE SOUTH OF EXIT 49 (Lat: 42.013989,  Lng: -72.586533),  Route carried "on" structure: Interstate 91,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 85,900 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 127,639 (year 2035),  Design Load: HS 20,  Features Intersected: BRAINARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.087,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.7 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: 69.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 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: 5917,  Location: 300 FEET WEST OF GRANT RD (Lat: 41.950906,  Lng: -72.538789),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,537 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,256 (year 2040),  Features Intersected: BUCKHORN BROOK,  Facility Carried by Structure: ABBE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Superstructure: Good,  Channel: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6194,  Location: 0.2 MILE NORTH OF RTE 190 (Lat: 41.992217,  Lng: -72.576789),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 14,793 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,981 (year 2040),  Features Intersected: FRESHWATER BROOK,  Facility Carried by Structure: FRESHWATER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Fair,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: June 2020

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Structure Number: 6265,  Location: 0.2 MI EAST OF ROUTE 192 (Lat: 42.009931,  Lng: -72.538736),  Route carried "on" structure: State highway 220,  Year Built: 1993,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 10,500 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,602 (year 2035),  Features Intersected: FRESHWATER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.925,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Membrane: Built-up

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Structure Number: 6992,  Location: 0.5 miles South of Sr 510 (Lat: 41.936353,  Lng: -72.610617),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 357 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 530 (year 2040),  Features Intersected: BOWEYNS BROOK,  Facility Carried by Structure: PLEASANT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 70.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 443,  Location: 1.2 MI N OF E WINDSOR TL (Lat: 41.953133,  Lng: -72.601083),  Route carried "under" structure: Interstate 91,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 96,800 (year 2015),  Truck Traffic: 16%,  Features Intersected: INTERSTATE-91,  Facility Carried by Structure: US ROUTE 5-KING ST
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 84.877,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 445,  Location: 2 MILES NORTH OF RTE. 190 (Lat: 42.021114,  Lng: -72.588153),  Route carried "under" structure: Interstate 91,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 81,500 (year 2015),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-91,  Facility Carried by Structure: U.S. ROUTE 5
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 92.907,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 1274,  Location: 0.25 MILES W OF ROUTE 5 (Lat: 41.938461,  Lng: -72.607131),  Route carried "under" structure: Interstate 91,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 102,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: INTERSTATE-91,  Facility Carried by Structure: PLEASANT ROAD
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 83.155,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 1275,  Location: .8 MILE N OF E WINDSOR TL (Lat: 41.943158,  Lng: -72.606233),  Route carried "under" structure: Interstate 91,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 102,000 (year 2015),  Truck Traffic: 12%,  Features Intersected: INTERSTATE-91,  Facility Carried by Structure: SR 510 DEPOT HILL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 83.670,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 1282,  Location: 0.3 MILE EAST OF U.S. 5 (Lat: 41.990233,  Lng: -72.587703),  Route carried "under" structure: Interstate 91,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 88,800 (year 2015),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-91,  Facility Carried by Structure: ROUTE 190
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 89.431,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 1287,  Location: .25 MI WEST OF US 5 (Lat: 42.023789,  Lng: -72.589447),  Route carried "under" structure: Interstate 91,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 82,300 (year 2015),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-91,  Facility Carried by Structure: SWORD AVENUE
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 93.229,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 336,  Location: 0.5 MILE WEST OF I-91 (Lat: 41.990394,  Lng: -72.597742),  Route carried "under" structure: State highway 190,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 18,900 (year 2015),  Truck Traffic: 5%,  Features Intersected: ROUTE 190,  Facility Carried by Structure: PEARL STREET
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 5.037,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.6m (90.6ft)

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Structure Number: 3361,  Location: 2.7 MI N OF I-91 (Lat: 41.990447,  Lng: -72.593808),  Route carried "under" structure: State highway 190,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 18,900 (year 2015),  Truck Traffic: 6%,  Features Intersected: ROUTE 190,  Facility Carried by Structure: US ROUTE 5
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 5.359,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 5641,  Location: AT EXIT 48 (Lat: 41.997761,  Lng: -72.585814),  Route carried "under" structure: State highway 220,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 28,100 (year 2016),  Truck Traffic: 5%,  Features Intersected: ROUTE 220,  Facility Carried by Structure: INTERSTATE-91
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.708,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)