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

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Structure Number: 768,  Location: 1 MI NORTH OF RT 34 (Lat: 41.313333,  Lng: -73.021667),  Route carried "on" structure: State highway 114,  Year Built: 1949,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 9,200 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,600 (year 2026),  Design Load: H 20,  Features Intersected: ROUTE 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.406,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Inventory Rating: 30.6 metric tons,  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: May 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: 769,  Location: 1 MI EAST RTE 114 (Lat: 41.320000,  Lng: -73.001667),  Route carried "on" structure: City street ,  Year Built: 1949,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 1,100 (year 1993),  Truck Traffic: 2%,  Average Future Daily Traffic: 550 (year 2026),  Design Load: H 20,  Features Intersected: ROUTE 15,  Facility Carried by Structure: JOHNSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.365,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Inventory Rating: 30.6 metric tons,  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: May 2006,  Other Special Inspection Date: May 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: 2638,  Location: 1.1 MI N OF ROUTE 243 (Lat: 41.343333,  Lng: -73.026667),  Route carried "on" structure: State highway 114,  Year Built: 1996,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 7,400 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,700 (year 2026),  Design Load: HS 20,  Features Intersected: BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.833,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  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 2007,  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: 286,  Location: 0.6 MILE WEST ROUTE 313 (Lat: 41.331667,  Lng: -73.006667),  Route carried "on" structure: State highway 243,  Year Built: 1996,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,300 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,150 (year 2026),  Design Load: HS 20,  Features Intersected: RACE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.742,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: 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: August 2007,  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: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 492,  Location: 100' EAST OF RTE 69 (Lat: 41.338333,  Lng: -72.976667),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 1,185 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 593 (year 2026),  Features Intersected: WEST RIVER,  Facility Carried by Structure: MERRITT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.188,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 52.2 metric tons,  Inventory Rating: 30.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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 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: 4921,  Location: 100' EAST OF RTE 69 (Lat: 41.335000,  Lng: -72.978333),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 3,400 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,700 (year 2026),  Design Load: HS 20,  Features Intersected: WEST RIVER,  Facility Carried by Structure: BRADLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 66.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: July 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: 5699,  Location: 2.8 MI N OF ROUTE 15 (Lat: 41.380000,  Lng: -72.976667),  Route carried "on" structure: State highway 69,  Year Built: 1988,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 6,700 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,350 (year 2026),  Design Load: HS 20,  Features Intersected: SARGENT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.956,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 5915,  Location: 0.3 MI N OF ROUTE 243 (Lat: 41.343333,  Lng: -73.026667),  Route carried "on" structure: State highway 114,  Year Built: 1936,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 7,100 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,550 (year 2026),  Design Load: HS 20,  Features Intersected: WEPAWAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.659,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: 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,  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6263,  Location: 0.3 MI W OF ROUTE 114 (Lat: 41.316667,  Lng: -73.030000),  Route carried "on" structure: State highway 243,  Year Built: 1993,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 4,400 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,200 (year 2026),  Design Load: HS 20,  Features Intersected: WEPAWAUG RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.714,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present 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: April 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: 768,  Location: 1 MI NORTH OF RT 34 (Lat: 41.313333,  Lng: -73.021667),  Route carried "under" structure: State highway 15,  Year Built: 1949,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 59,200 (year 2004),  Truck Traffic: 1%,  Features Intersected: ROUTE 15,  Facility Carried by Structure: ROUTE 114
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 70.329,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 769,  Location: 1 MI EAST RTE 114 (Lat: 41.320000,  Lng: -73.001667),  Route carried "under" structure: State highway 15,  Year Built: 1949,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 59,200 (year 2004),  Truck Traffic: 1%,  Features Intersected: ROUTE 15,  Facility Carried by Structure: JOHNSON ROAD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 72.131,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 773,  Location: 0.4 MI N OF ROUTE 69 (Lat: 41.346667,  Lng: -72.971667),  Route carried "under" structure: State highway 15,  Year Built: 1949,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 65,800 (year 2005),  Truck Traffic: 1%,  Features Intersected: ROUTE 15,  Facility Carried by Structure: WEST ROCK RIDGE
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 75.848,  Lanes on structure: 2,  Lanes under structure: 4,  Design/Construction: Tunnel,  Length of Maximum Span: 8.2m (26.9ft)