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Bridge Statistics for Branford, Connecticut (CT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Branford, CT, Connecticut, Connecticut forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 39 Total length: 117 meters (384ft) Total costs: $54,000 Total average daily traffic: 1,187,432 Total average daily truck traffic: 113,828 National Bridge Inventory (NBI) Registered Bridges for Branford
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 187, Location: 0.5 MI N OF US ROUTE 1 (Lat: 41.268333, Lng: -72.851667), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 300 (year 1991), Truck Traffic: 2%, Average Future Daily Traffic: 150 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-95, Facility Carried by Structure: HOSLEY AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.409, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 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: 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: 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, Membrane: Preformed Fabric Find on map >>
Structure Number: 188, Location: 1.0 MI W OF US ROUTE 1 (Lat: 41.286667, Lng: -72.836667), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1992, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 78,300 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 39,150 (year 2026), Design Load: HS 20, Features Intersected: SR 794 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.199, Lanes on structure: 7, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 47.5m (155.8ft), Out-to-Out Width: 50.5m (165.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 88.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.0 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: 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: May 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 Find on map >>
Structure Number: 189, Location: 0.5 MI N OF US ROUTE 1 (Lat: 41.286667, Lng: -72.828333), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 850 (year 1993), Truck Traffic: 2%, Average Future Daily Traffic: 425 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-95, Facility Carried by Structure: CHERRY HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 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: 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 Find on map >>
Structure Number: 19, Location: 0.3 MI N OF US ROUTE 1 (Lat: 41.288333, Lng: -72.823333), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 600 (year 1993), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2026), Features Intersected: INTERSTATE-95, Facility Carried by Structure: TODDS HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, 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: 2, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 63.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 191, Location: 0.2 MI N OF US ROUTE 1 (Lat: 41.288333, Lng: -72.820000), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1990, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 75,200 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 37,600 (year 2026), Design Load: HS 20, Features Intersected: SR 740 (CEDAR STREET) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.647, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 31.6m (103.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 63.6 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: 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: Febuary 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 192, Location: 1.7 MI S. OF US ROUTE 1 (Lat: 41.291667, Lng: -72.815000), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 83,100 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 41,550 (year 2026), Design Load: HS 20, Features Intersected: IVY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.001, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), 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: 32.2m (105.6ft), Out-to-Out Width: 34.7m (113.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 83.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 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: 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: June 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: 193, Location: 0.1 MI N OF US ROUTE 1 (Lat: 41.293333, Lng: -72.806667), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1990, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 84,200 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 42,100 (year 2026), Design Load: HS 20, Features Intersected: CHESTNUT STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.854, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 29.5m (96.8ft), Out-to-Out Width: 31.6m (103.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 54.2 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: 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: June 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 Find on map >>
Structure Number: 194, Location: 0.1 MI N OF US ROUTE 1 (Lat: 41.293333, Lng: -72.796667), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 84,200 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 42,100 (year 2026), Design Load: HS 20, Features Intersected: MILL PLAIN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.642, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 31.6m (103.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.5 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: June 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: 195, Location: 0.6 MI S OF US ROUTE 1 (Lat: 41.293333, Lng: -72.795000), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 84,200 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 42,100 (year 2026), Design Load: HS 20, Features Intersected: BRANFORD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.771, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 89.1 metric tons, Inventory Rating: 89.1 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: 196, Location: AT EXIT 55 OFF I-95 (Lat: 41.293333, Lng: -72.783333), Route carried "on" structure: Interstate 95, Year Built: 1958, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 84,200 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 42,100 (year 2026), Design Load: HS 20, Features Intersected: US ROUTE 1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.785, Lanes on structure: 4, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 31.6m (103.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 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: November 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: 197, Location: 2 TENTHS SOUTH OF ROUTE 1 (Lat: 41.293333, Lng: -72.776667), Route carried "on" structure: City street , Year Built: 1958, Year Reconstructed: 1993, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 2,300 (year 1990), Truck Traffic: 2%, Average Future Daily Traffic: 1,150 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-95, Facility Carried by Structure: FEATHERBED LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.670, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Inspection Date: Febuary 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 198, Location: 0.6 MI N OF US ROUTE 1 (Lat: 41.295000, Lng: -72.773333), Route carried "on" structure: Interstate 95, Year Built: 1958, Year Reconstructed: 1990, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 80,500 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 40,250 (year 2026), Design Load: HS 20, Features Intersected: BRANFORD STEAM RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.670, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 31.6m (103.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 60.1 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: 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: 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: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 199, Location: .3 MI S OF US ROUTE 1 (Lat: 41.296667, Lng: -72.763333), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 4,700 (year 1993), Truck Traffic: 3%, Average Future Daily Traffic: 2,350 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-95, Facility Carried by Structure: LEETES ISLAND ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.020, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.5m (83.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.7 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: 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: Febuary 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 Find on map >>
Structure Number: 341, Location: 0.5 mi s of I-95 (Lat: 41.298333, Lng: -72.793333), Route carried "on" structure: US 1, Year Built: 1958, Year Reconstructed: 1989, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 19,500 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 9,750 (year 2026), Design Load: HS 20, Features Intersected: BRANFORD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 90.587, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 56.9 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: 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: 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1358, Location: 0.3 MI N OF US ROUTE 1 (Lat: 41.285000, Lng: -72.780000), Route carried "on" structure: State highway 139, Year Built: 1925, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 9,100 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 4,550 (year 2026), Features Intersected: BRANFORD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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: 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 Find on map >>
Structure Number: 1368, Location: 1.5 MI S. OF US ROUTE 1 (Lat: 41.275000, Lng: -72.805000), Route carried "on" structure: State highway 146, Year Built: 1996, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 6,700 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 3,350 (year 2026), Design Load: HS 20, Features Intersected: BRANFORD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum 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 Find on map >>
Structure Number: 3749, Location: 0.1 MI E OF ROUTE 146 (Lat: 41.281667, Lng: -72.803333), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 7,472 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 3,736 (year 2026), Design Load: HS 20, Features Intersected: BRANFORD RIVER, Facility Carried by Structure: PINE ORCHARD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: 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 Find on map >>
Structure Number: 3881, Location: 200' S OF INTERSTATE-95 (Lat: 41.275000, Lng: -72.851667), Route carried "on" structure: City street , Year Built: 1887, Year Reconstructed: 1992, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 250 (year 1993), Truck Traffic: 2%, Average Future Daily Traffic: 125 (year 2026), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: HOSLEY AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Maintenance Responsibility: Local 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: 9.8m (32.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 62.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3883, Location: .5 MI S. OF ROUTE 146 (Lat: 41.268333, Lng: -72.815000), Route carried "on" structure: City street , Year Built: 1892, Year Reconstructed: 1960, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 6,200 (year 1993), Truck Traffic: 4%, Average Future Daily Traffic: 3,100 (year 2026), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: KIRKHAM STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), 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: 11.1m (36.4ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, 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: 4083, Location: 200' N OF WEST END AVENUE (Lat: 41.270000, Lng: -72.823333), Route carried "on" structure: City street , Year Built: 1917, Year Reconstructed: 1965, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 150 (year 1991), Truck Traffic: 7%, Average Future Daily Traffic: 75 (year 2026), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: BRIDGE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, 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: 4848, Location: 0.3 MI N. OF US ROUTE 1 (Lat: 41.310000, Lng: -72.768333), Route carried "on" structure: City street , Year Built: 1941, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 575 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 288 (year 2026), Features Intersected: NOTCH HILL BROOK, Facility Carried by Structure: SCHOOL GROUND ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Very good, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: 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 Find on map >>
Structure Number: 5738, Location: .5 MI N. OF ROUTE 146 (Lat: 41.278333, Lng: -72.786667), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 2,700 (year 1993), Truck Traffic: 4%, Average Future Daily Traffic: 1,350 (year 2026), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: PINE ORCHARD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, 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: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 87.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 574, Location: .3MI E OF PINE ORCHARD RD (Lat: 41.281667, Lng: -72.778333), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 1,000 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 500 (year 2026), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: BIRCH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, 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: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 5749, Location: .8 MI S. OF ROUTE 146 (Lat: 41.268333, Lng: -72.760000), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 100 (year 1994), Truck Traffic: 2%, Average Future Daily Traffic: 50 (year 2026), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD, Facility Carried by Structure: PLEASANT POINT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.480, Lanes on structure: 2, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, 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: 5832, Location: 1 MI SOUTH OF ROUTE 146 (Lat: 41.276667, Lng: -72.758333), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 114 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 57 (year 2026), Design Load: HS 20, Features Intersected: ABANDONED TROLLEY LINE, Facility Carried by Structure: PLEASANT POINT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 84.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Better than 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: 6033, Location: .5 MI NORTH OF ROUTE 146 (Lat: 41.266667, Lng: -72.811667), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 3,500 (year 1993), Truck Traffic: 2%, Average Future Daily Traffic: 1,750 (year 2026), Design Load: HS 20, Features Intersected: BRANFORD RIVER, Facility Carried by Structure: INDIAN NECK AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2007, Underwater Inspection Date: December 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: 6034, Location: 0.1 MI N OF ROUTE 148 (Lat: 41.261667, Lng: -72.796667), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 171 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 86 (year 2026), Design Load: HS 20, Features Intersected: BROOK, Facility Carried by Structure: WAVERLY PARK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 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: 6.0m (19.7ft), Out-to-Out Width: 7.1m (23.3ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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: 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 Find on map >>
Structure Number: 187, Location: 0.5 MI N OF US ROUTE 1 (Lat: 41.268333, Lng: -72.851667), Route carried "under" structure: Interstate 95, Year Built: 1958, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 89,800 (year 2004), Truck Traffic: 20%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: HOSLEY AVENUE Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 82.912, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 188, Location: 1.0 MI W OF US ROUTE 1 (Lat: 41.286667, Lng: -72.836667), Route carried "under" structure: Ramp State highway 794, Year Built: 1958, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 6,450 (year 2004), Truck Traffic: 5%, Features Intersected: SR 794 WB, Facility Carried by Structure: INTERSTATE-95 Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.241, Lanes on structure: 7, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 189, Location: 0.5 MI N OF US ROUTE 1 (Lat: 41.286667, Lng: -72.828333), Route carried "under" structure: Interstate 95, Year Built: 1958, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 78,300 (year 2004), Truck Traffic: 14%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: CHERRY HILL ROAD Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 84.923, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: 19, Location: 0.3 MI N OF US ROUTE 1 (Lat: 41.288333, Lng: -72.823333), Route carried "under" structure: Interstate 95, Year Built: 2002, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 69,300 (year 2004), Truck Traffic: 14%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: TODDS HILL ROAD Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 85.357, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft) Find on map >>
Structure Number: 191, Location: 0.2 MI N OF US ROUTE 1 (Lat: 41.288333, Lng: -72.820000), Route carried "under" structure: State highway 740, Year Built: 1958, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 15,400 (year 2006), Truck Traffic: 3%, Features Intersected: SR 740 (CEDAR STREET), Facility Carried by Structure: INTERSTATE-95 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.306, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 196, Location: AT EXIT 55 OFF I-95 (Lat: 41.293333, Lng: -72.783333), Route carried "under" structure: US 1, Year Built: 1958, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 22,900 (year 2006), Truck Traffic: 1%, Features Intersected: US ROUTE 1, Facility Carried by Structure: INTERSTATE-95 Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 91.423, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft) Find on map >>
Structure Number: 197, Location: 2 TENTHS SOUTH OF ROUTE 1 (Lat: 41.293333, Lng: -72.776667), Route carried "under" structure: Interstate 95, Year Built: 1958, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 71,800 (year 2003), Features Intersected: INTERSTATE-95, Facility Carried by Structure: FEATHERBED LANE Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 89.396, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 199, Location: .3 MI S OF US ROUTE 1 (Lat: 41.296667, Lng: -72.763333), Route carried "under" structure: Interstate 95, Year Built: 2003, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 67,400 (year 2004), Truck Traffic: 10%, Features Intersected: INTERSTATE-95, Facility Carried by Structure: LEETES ISLAND ROAD Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 90.506, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 34, Location: 100'E OF JUC RT 142 & US1 (Lat: 41.275000, Lng: -72.830000), Route carried "under" structure: US 1, Year Built: 1928, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 27,600 (year 2005), Truck Traffic: 1%, Features Intersected: US ROUTE 1, Facility Carried by Structure: AMTRAK NE CORRIDOR Minimum Vertical Clearance: 4.17m (13.68ft), Kilometerpoint: 86.709, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 13.1m (43.0ft) Find on map >>
Structure Number: 342, Location: 0.3 MI N OF ROUTE 139 (Lat: 41.298333, Lng: -72.775000), Route carried "under" structure: US 1, Year Built: 1913, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 9,400 (year 2005), Truck Traffic: 10%, Features Intersected: US ROUTE 1, Facility Carried by Structure: PRIVATE RAILROAD Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 9.226, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 13.1m (43.0ft) Find on map >>
Structure Number: 1369, Location: AT TWEED ROAD (Lat: 41.268333, Lng: -72.773333), Route carried "under" structure: State highway 146, Year Built: 1917, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,200 (year 2005), Truck Traffic: 5%, Features Intersected: ROUTE 146, Facility Carried by Structure: AMTRAK RAILROAD Minimum Vertical Clearance: 3.15m (10.33ft), Kilometerpoint: 7.788, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 8.8m (28.9ft) Find on map >>
Structure Number: 5386, Location: 1.4 MI E OF US ROUTE 1 (Lat: 41.276667, Lng: -72.806667), Route carried "under" structure: State highway 146, Year Built: 1900, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 6,700 (year 2004), Truck Traffic: 5%, Features Intersected: ROUTE 146, Facility Carried by Structure: AMTRAK RAILROAD Minimum Vertical Clearance: 3.05m (10.01ft), Kilometerpoint: 2.253, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft) Discuss this city on our hugely popular Connecticut forum Back to: Branford, CT, Connecticut, All US cities.
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