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Bridge Statistics for Westbrook, Connecticut (CT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Westbrook, CT, Connecticut, Connecticut forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 22 Total length: 80 meters (262ft) Total costs: $36,000 Total average daily traffic: 432,239 Total average daily truck traffic: 41,230 National Bridge Inventory (NBI) Registered Bridges for Westbrook
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 227, Location: 0.3 MI N OF ROUTE 145 (Lat: 41.293333, Lng: -72.493333), Route carried "on" structure: City street , Year Built: 1957, Year Reconstructed: 1972, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 230 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 115 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-95, Facility Carried by Structure: CHAPMAN MILLPOND R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.3 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: Better than 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: December 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 Find on map >>
Structure Number: 228, Location: 2.4 MI S OF ROUTE 153 (Lat: 41.291667, Lng: -72.488333), Route carried "on" structure: State highway 145, Year Built: 1957, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 8,000 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 4,000 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: January 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 Find on map >>
Structure Number: 229, Location: 1.7 MI N OF US ROUTE 145 (Lat: 41.291667, Lng: -72.456667), Route carried "on" structure: Interstate 95, Year Built: 1957, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 62,500 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 31,250 (year 2026), Design Load: HS 20, Features Intersected: POND MEADOW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.653, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 28.4m (93.2ft), Out-to-Out Width: 31.5m (103.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.6 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: 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: March 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 Find on map >>
Structure Number: 23, Location: 2.0 MI N OF ROUTE 145 (Lat: 41.291667, Lng: -72.450000), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 1,724 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 862 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-95, Facility Carried by Structure: WILLARD AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.788, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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, 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 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 Find on map >>
Structure Number: 231, Location: 0.1 MI S OF ROUTE 153 (Lat: 41.291667, Lng: -72.446667), Route carried "on" structure: Interstate 95, Year Built: 1957, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 55,600 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 27,800 (year 2026), Design Load: HS 20, Features Intersected: PATCHOGUE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.425, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 32.6m (107.0ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: 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: July 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 232, Location: 1.3 MI S OF ROUTE 166 (Lat: 41.290000, Lng: -72.443333), Route carried "on" structure: State highway 153, Year Built: 1957, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 10,700 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 5,350 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.788, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 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: Better than present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, 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: Preformed Fabric Find on map >>
Structure Number: 348, Location: 0.25 MI EAST OF RTE 153 (Lat: 41.276667, Lng: -72.476667), Route carried "on" structure: US 1, Year Built: 2003, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 7,700 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 3,850 (year 2026), Design Load: HS 15, Features Intersected: MENUNKETESUCK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.854, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, 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: 10.7m (35.1ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: December 2007, Underwater Inspection Date: November 2005, 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 Find on map >>
Structure Number: 349, Location: 1.1 MI S OF ROUTE 153 (Lat: 41.275000, Lng: -72.466667), Route carried "on" structure: US 1, Year Built: 1925, Year Reconstructed: 2004, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 9,500 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 4,750 (year 2026), Design Load: HS 20, Features Intersected: PATCHOGUE RIVER Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 120.739, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2007, Critical Feature Inspection Date: April 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Open Grating Find on map >>
Structure Number: 1385, Location: .24 MILES NORTH OF US-1 (Lat: 41.283383, Lng: -72.446667), Route carried "on" structure: State highway 153, Year Built: 1963, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 10,200 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 5,100 (year 2026), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, 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 Find on map >>
Structure Number: 3527, Location: .2 MI NORTH OF US ROUTE 1 (Lat: 41.276667, Lng: -72.485000), Route carried "on" structure: State highway 625, Year Built: 1890, Year Reconstructed: 1968, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 4,300 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 2,150 (year 2026), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Very good, Superstructure: Fair, Substructure: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, 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 Find on map >>
Structure Number: 3894, Location: 100' WEST HAMMOCK ROAD (Lat: 41.293333, Lng: -72.461667), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,200 (year 1993), Truck Traffic: 2%, Average Future Daily Traffic: 600 (year 2026), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: OLD CLINTON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.220, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 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 Find on map >>
Structure Number: 4807, Location: 700' NORTH OF US ROUTE 1 (Lat: 41.296667, Lng: -72.451667), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,150 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 575 (year 2026), Design Load: HS 20, Features Intersected: PATCHOGUE RIVER, Facility Carried by Structure: OLD CLINTON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, 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: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: Preformed Fabric Find on map >>
Structure Number: 5701, Location: 1.4 MI N. OF US ROUTE 1 (Lat: 41.298333, Lng: -72.491667), Route carried "on" structure: State highway 145, Year Built: 1988, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 11,500 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 5,750 (year 2026), Design Load: HS 20, Features Intersected: MENUNKETESUCK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, 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: March 2008, 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 Find on map >>
Structure Number: 6084, Location: 500' NORTH US ROUTE 1 (Lat: 41.290000, Lng: -72.456667), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 235 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 118 (year 2026), Design Load: HS 20, Features Intersected: PATCHOGUE RIVER, Facility Carried by Structure: WESLEY AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.958, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 6658, Location: 0.2 MI E OF ROUTE 153 (Lat: 41.289992, Lng: -72.441883), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 1,500 (year 2026), Design Load: HS 20, Features Intersected: WETLANDS, Facility Carried by Structure: FLAT ROCK PLACE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, 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: 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 Find on map >>
Structure Number: 6659, Location: 0.4 MI E OF ROUTRE 153 (Lat: 41.289647, Lng: -72.436344), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 3,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 1,500 (year 2026), Design Load: HS 20, Features Intersected: WETLANDS, Facility Carried by Structure: FLAT ROCK PLACE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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 Find on map >>
Structure Number: 666, Location: 0.5 M EAST RTE 154 (Lat: 41.289736, Lng: -72.434572), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 3,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 1,500 (year 2026), Design Load: HS 20, Features Intersected: WETLANDS, Facility Carried by Structure: FLAT ROCK PLACE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 43.2 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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 Find on map >>
Structure Number: 6661, Location: 0.6 MI E OF ROUTE 153 (Lat: 41.289347, Lng: -72.433294), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 3,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 1,500 (year 2026), Design Load: HS 20, Features Intersected: WETLANDS, Facility Carried by Structure: FLAT ROCK PLACE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 4, Owner: Private, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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 Find on map >>
Structure Number: 227, Location: 0.3 MI N OF ROUTE 145 (Lat: 41.293333, Lng: -72.493333), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 61,700 (year 2005), Truck Traffic: 10%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: CHAPMAN MILLPOND R Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 113.435, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 228, Location: 2.4 MI S OF ROUTE 153 (Lat: 41.291667, Lng: -72.488333), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 56,300 (year 2005), Truck Traffic: 10%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: ROUTE 145 Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 113.885, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >>
Structure Number: 23, Location: 2.0 MI N OF ROUTE 145 (Lat: 41.291667, Lng: -72.450000), Route carried "under" structure: Interstate 95, Year Built: 1958, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 62,100 (year 2005), Truck Traffic: 10%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: WILLARD AVENUE Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 117.119, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft) Find on map >>
Structure Number: 232, Location: 1.3 MI S OF ROUTE 166 (Lat: 41.290000, Lng: -72.443333), Route carried "under" structure: Interstate 95, Year Built: 1957, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 55,600 (year 2006), Truck Traffic: 16%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: ROUTE 153 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 117.682, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft) Discuss this city on our hugely popular Connecticut forum Back to: Westbrook, CT, Connecticut, All US cities.
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