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: 41.963333,  Lng: -72.601667),  Route carried "on" structure: US 5,  Year Built: 1959,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 13,400 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,700 (year 2026),  Design Load: HS 20,  Features Intersected: INTERSTATE-91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.308,  Lanes on structure: 2,  Lanes under structure: 6,  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: Fair,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 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,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.986667,  Lng: -72.593333),  Route carried "on" structure: US 5,  Year Built: 1934,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 13,800 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,900 (year 2026),  Design Load: H 20,  Features Intersected: FRESHWATER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.424,  Lanes on structure: 4,  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: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 445,  Location: 2 MILES NORTH OF ROUTE190 (Lat: 42.016667,  Lng: -72.586667),  Route carried "on" structure: US 5,  Year Built: 1959,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 15,000 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,500 (year 2026),  Design Load: HS 20,  Features Intersected: INTERSTATE-91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.256,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Other Special Inspection Date: April 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1274,  Location: 0.25 MILES W OF ROUTE 5 (Lat: 41.943333,  Lng: -72.606667),  Route carried "on" structure: City street ,  Year Built: 1959,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 1,500 (year 1993),  Truck Traffic: 2%,  Average Future Daily Traffic: 750 (year 2026),  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: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.3 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 1275,  Location: .8 MILE N OF E WINDSOR TL (Lat: 41.940000,  Lng: -72.606667),  Route carried "on" structure: State highway 510,  Year Built: 1959,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 3,700 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,850 (year 2026),  Design Load: HS 20,  Features Intersected: INTERSTATE-91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.797,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 1282,  Location: 0.3 MILE EAST OF U.S. 5 (Lat: 41.990000,  Lng: -72.588333),  Route carried "on" structure: State highway 190,  Year Built: 1960,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 30,500 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,250 (year 2026),  Design Load: HS 20,  Features Intersected: INTERSTATE-91
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.825,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  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: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 42.030000,  Lng: -72.588333),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 350 (year 1995),  Truck Traffic: 2%,  Average Future Daily Traffic: 175 (year 2026),  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: Satisfactory,  Substructure: Good,  Operating Rating: 56.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Other Special Inspection Date: January 2008,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.976667,  Lng: -72.515000),  Route carried "on" structure: State highway 191,  Year Built: 1949,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 7,300 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,650 (year 2026),  Design Load: HS 20,  Features Intersected: SCANTIC RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.755,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Underwater Inspection Date: March 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.990000,  Lng: -72.598333),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 3,900 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,950 (year 2026),  Design Load: HS 20,  Features Intersected: ROUTE 190,  Facility Carried by Structure: PEARL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.731,  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: 26.8m (87.9ft),  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: Satisfactory,  Substructure: Good,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 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: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 0.6 MILE SOUTH OF RTE 220 (Lat: 41.990000,  Lng: -72.593333),  Route carried "on" structure: US 5,  Year Built: 1966,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 13,300 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,650 (year 2026),  Design Load: HS 20,  Features Intersected: ROUTE 190
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.700,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.955000,  Lng: -72.555000),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 7,800 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,900 (year 2026),  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: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2006,  Other Special Inspection Date: May 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3952,  Location: 0.5 MILE WEST OF ROUTE 5 (Lat: 41.983333,  Lng: -72.600000),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 5,000 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,500 (year 2026),  Design Load: HS 20,  Features Intersected: FRESHWATER BROOK,  Facility Carried by Structure: NORTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.142,  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: Arch - Deck,  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: Satisfactory,  Operating Rating: 52.2 metric tons,  Inventory Rating: 30.6 metric tons,  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,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.980000,  Lng: -72.540000),  Route carried "on" structure: City street ,  Year Built: 1925,  Year Reconstructed: 1978,  Status: Posted for load,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 2,500 (year 1993),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,250 (year 2026),  Features Intersected: SCANTIC RIVER,  Facility Carried by Structure: SOUTH MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 31.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2008,  Critical Feature Inspection Date: January 2008,  Other Special Inspection Date: January 2008,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4506,  Location: 50 FT N OF ASNUNTUCK ST (Lat: 41.986667,  Lng: -72.610000),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 800 (year 1993),  Truck Traffic: 2%,  Average Future Daily Traffic: 400 (year 2026),  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-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 56.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.950000,  Lng: -72.590000),  Route carried "on" structure: Interstate 91,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 93,900 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,950 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OLIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.403,  Lanes on structure: 6,  Lanes under structure: 2,  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: 13.4m (44.0ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 35.6m (116.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.956667,  Lng: -72.593333),  Route carried "on" structure: Interstate 91,  Year Built: 1987,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 94,500 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 47,250 (year 2026),  Design Load: HS 20,  Features Intersected: BEAMANS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.631,  Lanes on structure: 6,  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: 52.2 metric tons,  Inventory Rating: 30.6 metric tons,  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,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000)

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Structure Number: 5639,  Location: 1.4 MILE SOUTH OF EXIT 47 (Lat: 41.973333,  Lng: -72.588333),  Route carried "on" structure: Interstate 91,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 93,900 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,950 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: POST OFFICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.160,  Lanes on structure: 6,  Lanes under structure: 2,  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: 61.2 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,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 564,  Location: 1 MILE SOUTH OF EXIT 47 (Lat: 41.980000,  Lng: -72.586667),  Route carried "on" structure: Interstate 91,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 93,900 (year 2005),  Truck Traffic: 14%,  Average Future Daily Traffic: 46,950 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SOUTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.835,  Lanes on structure: 6,  Lanes under structure: 2,  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: 36.1m (118.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 80.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Other Special Inspection Date: October 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.990000,  Lng: -72.585000),  Route carried "on" structure: Interstate 91,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 72,200 (year 2005),  Truck Traffic: 14%,  Average Future Daily Traffic: 36,100 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 220
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.249,  Lanes on structure: 6,  Lanes under structure: 5,  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: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 76.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 42.001667,  Lng: -72.586667),  Route carried "on" structure: Interstate 91,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 81,500 (year 2005),  Truck Traffic: 14%,  Average Future Daily Traffic: 40,750 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: BRAINARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.067,  Lanes on structure: 6,  Lanes under structure: 2,  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: Good,  Substructure: Fair,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.958333,  Lng: -72.538333),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,900 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,450 (year 2026),  Design Load: HS 20,  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,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.2 metric tons,  Inventory Rating: 30.6 metric tons,  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,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  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: 41.988333,  Lng: -72.576667),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 12,900 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,450 (year 2026),  Features Intersected: FRESHWATER BROOK,  Facility Carried by Structure: FRESHWATER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: Good,  Operating Rating: 52.2 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Underwater Inspection Date: December 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000)

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Structure Number: 6265,  Location: 0.2 MI EAST OF ROUTE 192 (Lat: 42.001667,  Lng: -72.538333),  Route carried "on" structure: State highway 220,  Year Built: 1993,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 9,200 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,600 (year 2026),  Design Load: HS 20,  Features Intersected: FRESHWATER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.924,  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: Fair,  Culverts: Good,  Operating Rating: 52.2 metric tons,  Inventory Rating: 30.6 metric tons,  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,  Length Of Structure Improvement: 0.01m (0.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2000),  Wearing Surface/Protective System: Membrane: Built-up

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Structure Number: 443,  Location: 1.2 MI N OF E WINDSOR TL (Lat: 41.963333,  Lng: -72.601667),  Route carried "under" structure: Interstate 91,  Year Built: 1959,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 93,700 (year 2006),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-91,  Facility Carried by Structure: US ROUTE 5
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 84.859,  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 ROUTE190 (Lat: 42.016667,  Lng: -72.586667),  Route carried "under" structure: Interstate 91,  Year Built: 1959,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 70,400 (year 2004),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-91,  Facility Carried by Structure: U.S. ROUTE 5
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 92.888,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 1274,  Location: 0.25 MILES W OF ROUTE 5 (Lat: 41.943333,  Lng: -72.606667),  Route carried "under" structure: Interstate 91,  Year Built: 1959,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 96,600 (year 2004),  Truck Traffic: 10%,  Features Intersected: INTERSTATE-91,  Facility Carried by Structure: PLEASANT ROAD
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 83.137,  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: 41.940000,  Lng: -72.606667),  Route carried "under" structure: Interstate 91,  Year Built: 1959,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 96,600 (year 2004),  Truck Traffic: 20%,  Features Intersected: INTERSTATE-91,  Facility Carried by Structure: SR 510
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 83.652,  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: 41.990000,  Lng: -72.588333),  Route carried "under" structure: Interstate 91,  Year Built: 1960,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 88,200 (year 2004),  Truck Traffic: 14%,  Features Intersected: INTERSTATE-91,  Facility Carried by Structure: ROUTE 190
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 89.412,  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: 42.030000,  Lng: -72.588333),  Route carried "under" structure: Interstate 91,  Year Built: 1959,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 73,900 (year 2004),  Truck Traffic: 20%,  Features Intersected: INTERSTATE-91,  Facility Carried by Structure: SWORD AVENUE
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 93.209,  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: 41.990000,  Lng: -72.598333),  Route carried "under" structure: State highway 190,  Year Built: 1966,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 19,000 (year 2006),  Truck Traffic: 5%,  Features Intersected: ROUTE 190,  Facility Carried by Structure: PEARL STREET
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 5.036,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 3361,  Location: 0.6 MILE SOUTH OF RTE 220 (Lat: 41.990000,  Lng: -72.593333),  Route carried "under" structure: State highway 190,  Year Built: 1966,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 20,200 (year 2005),  Truck Traffic: 6%,  Features Intersected: ROUTE 190,  Facility Carried by Structure: US ROUTE 5
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 5.358,  Lanes on structure: 4,  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: 41.990000,  Lng: -72.585000),  Route carried "under" structure: State highway 220,  Year Built: 1960,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 22,700 (year 2001),  Truck Traffic: 5%,  Features Intersected: ROUTE 220,  Facility Carried by Structure: INTERSTATE-91
Minimum Vertical Clearance: 4.67m (15.32ft),  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)