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Bridge Statistics for Plainfield, Connecticut (CT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Plainfield, CT, Connecticut, Connecticut forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 32 Total length: 109 meters (358ft) Total costs: $56,000 Total average daily traffic: 401,405 Total average daily truck traffic: 40,512 National Bridge Inventory (NBI) Registered Bridges for Plainfield
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 295, Location: 3 MILES NORTH OF ROUTE201 (Lat: 41.661667, Lng: -71.923333), Route carried "on" structure: Interstate 395, Year Built: 1958, Year Reconstructed: 1989, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 32,400 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 16,200 (year 2026), Design Load: HS 20, Features Intersected: KATE DOWNING ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.167, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 1 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: 30.4m (99.7ft), Out-to-Out Width: 31.6m (103.7ft) Condition: Deck: Good, 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: 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: 296, Location: 4 MILE NORTH OF ROUTE 201 (Lat: 41.665000, Lng: -71.916667), Route carried "on" structure: Interstate 395, Year Built: 1958, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 32,100 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 16,050 (year 2026), Design Load: HS 20, Features Intersected: MILL BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.004, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 30.8m (101.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 297, Location: 3.7 MI NORTH OF ROUTE 201 (Lat: 41.651667, Lng: -71.913333), Route carried "on" structure: Interstate 395, Year Built: 1958, Year Reconstructed: 1990, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 25,300 (year 2005), Truck Traffic: 16%, Average Future Daily Traffic: 12,650 (year 2026), Design Load: HS 20, Features Intersected: SR 647 LATHROP ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.422, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 31.5m (103.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 54.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 298, Location: 1 MI SOUTH OF ROUTE 14A (Lat: 41.666667, Lng: -71.910000), Route carried "on" structure: Interstate 395, Year Built: 1958, Year Reconstructed: 1985, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 30,900 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 15,450 (year 2026), Design Load: HS 20, Features Intersected: DOW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.985, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 31.6m (103.7ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Inventory Rating: 58.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 299, Location: OVER ROUTE 14A (Lat: 41.693333, Lng: -71.908333), Route carried "on" structure: Interstate 395, Year Built: 1958, Year Reconstructed: 1985, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 27,800 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 13,900 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 14A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.707, Lanes on structure: 5, 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: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 32.2m (105.6ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3, Location: .5 MI SOUTH JCT ROUTE 14 (Lat: 41.710000, Lng: -71.896667), Route carried "on" structure: Interstate 395, Year Built: 1958, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 30,000 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 15,000 (year 2026), Design Load: HS 20, Features Intersected: ABANDONED RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.603, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 31.6m (103.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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, 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: Built-up Find on map >>
Structure Number: 301, Location: .5 MI SOUTH OF ROUTE 14 (Lat: 41.701667, Lng: -71.896667), Route carried "on" structure: Interstate 395, Year Built: 1958, Year Reconstructed: 1985, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 30,300 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 15,150 (year 2026), Design Load: HS 20, Features Intersected: PLAINFIELD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.700, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 30.4m (99.7ft), Out-to-Out Width: 31.6m (103.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 87.7 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: 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 Find on map >>
Structure Number: 302, Location: 2.4 MI NORTH OF ROUTE 14A (Lat: 41.718333, Lng: -71.895000), Route carried "on" structure: Interstate 395, Year Built: 1958, Year Reconstructed: 1988, Status: Open, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 30,300 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 15,150 (year 2026), Design Load: HS 20, Features Intersected: MOOSUP RIVER & ROUTE 14 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.504, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 31.6m (103.7ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 56.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 303, Location: 1.3 M NORTH OF ROUTE 14 (Lat: 41.743333, Lng: -71.883333), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 800 (year 1992), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-395, Facility Carried by Structure: MOOSUP POND ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.708, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), 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: Satisfactory, Superstructure: Poor, Substructure: Poor, Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal 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: 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: 304, Location: 2 MILES NORTH OF ROUTE 14 (Lat: 41.748333, Lng: -71.880000), Route carried "on" structure: Interstate 395, Year Built: 1958, Year Reconstructed: 1987, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 27,800 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 13,900 (year 2026), Design Load: HS 20, Features Intersected: ROPER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.867, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 31.6m (103.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Inventory Rating: 56.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 668, Location: 1.6 MI S OF ROUTE 14A EB (Lat: 41.930000, Lng: -72.410000), Route carried "on" structure: State highway 12, Year Built: 1920, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 6,600 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 3,300 (year 2026), Design Load: H 15, Features Intersected: MILL BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.301, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, 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: 685, Location: 0.5 MI WEST OF ROUTE 12 (Lat: 41.723333, Lng: -71.915000), Route carried "on" structure: State highway 14, Year Built: 1962, Year Reconstructed: 1992, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,800 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 1,900 (year 2026), Design Load: HS 20, Features Intersected: MOOSUP RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.484, 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: 23.8m (78.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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, 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 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: 686, Location: 0.1 MI WEST OF GOSHEN RD (Lat: 41.723333, Lng: -71.860000), Route carried "on" structure: State highway 14, Year Built: 1940, Year Reconstructed: 1988, Status: Open, Structure Length: 14.78m (48.49ft), Average Daily Traffic: 3,100 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,550 (year 2026), Design Load: HS 20, Features Intersected: MOOSUP RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.180, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.3 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: 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: 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: Preformed Fabric Find on map >>
Structure Number: 1647, Location: 3 MI NORTH OF ROUTE 14 (Lat: 41.751667, Lng: -71.850000), Route carried "on" structure: Alternate State highway 664, Year Built: 1925, Year Reconstructed: 1972, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 600 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2026), Design Load: HS 20, Features Intersected: SNAKE MEADOW BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.261, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: July 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2986, Location: .1 MI S OF LATHROP RD (Lat: 41.661667, Lng: -71.916667), Route carried "on" structure: Interstate 395, Year Built: 1958, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 32,100 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 16,050 (year 2026), Design Load: HS 20, Features Intersected: LATHROP BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.052, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, 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: December 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 4076, Location: 3.8 MILES N OF ROUTE 201 (Lat: 41.635000, Lng: -71.936667), Route carried "on" structure: State highway 12, Year Built: 1977, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 4,200 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 2,100 (year 2026), Design Load: HS 20, Features Intersected: PROV & WORC RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.968, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 71.3m (233.9ft) Condition: Superstructure: Good, Substructure: Good, Inventory Rating: 71.9 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 4403, Location: O/MOOSUP RIVER (Lat: 41.715000, Lng: -71.880000), Route carried "on" structure: City street , Year Built: 1886, Year Reconstructed: 2001, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 2,710 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 1,355 (year 2026), Design Load: HS 20, Features Intersected: MOOSUP RIVER, Facility Carried by Structure: RIVER STREET NO 1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable 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: January 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: 4405, Location: 0.1 MI SOUTH OF ROUTE 14 (Lat: 41.721667, Lng: -71.908333), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 1,380 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 690 (year 2026), Design Load: HS 20, Features Intersected: MOOSUP RIVER, Facility Carried by Structure: WATER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable 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: January 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 Find on map >>
Structure Number: 475, Location: 2000' WEST OF ROUTE 14 (Lat: 41.705000, Lng: -71.885000), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 2,070 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 1,035 (year 2026), Design Load: HS 20, Features Intersected: MOOSUP RIVER, Facility Carried by Structure: SOUTH MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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 minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 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 Find on map >>
Structure Number: 4751, Location: 575 FT EAST OF GENDRON RD (Lat: 41.711667, Lng: -71.876667), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,150 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 575 (year 2026), Features Intersected: EKONK BROOK, Facility Carried by Structure: STERLING HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 48.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: January 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4754, Location: 1.5 MI SOUTH OF ROUTE 14A (Lat: 41.675000, Lng: -71.948333), Route carried "on" structure: City street , Year Built: 1850, Year Reconstructed: 2003, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 920 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 460 (year 2026), Design Load: HS 20, Features Intersected: MILL BROOK, Facility Carried by Structure: PACKERVILLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.558, Lanes on structure: 2, Owner: Town or Township Highway 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: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 59.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4756, Location: 1000 FT SOUTH OF ROUTE 14 (Lat: 41.706667, Lng: -71.881667), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 4,940 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 2,470 (year 2026), Features Intersected: CANAL, Facility Carried by Structure: SOUTH MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 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 Find on map >>
Structure Number: 4757, Location: 300 FT SOUTH OF ROUTE 14 (Lat: 41.718333, Lng: -71.868333), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 2001, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 345 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 173 (year 2026), Design Load: HS 20, Features Intersected: MOOSUP RIVER, Facility Carried by Structure: BARBER HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.443, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, 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: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 72.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 4988, Location: 0.4 MI SOUTH OF ROUTE 14 (Lat: 41.713333, Lng: -71.881667), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 3,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 1,500 (year 2026), Design Load: HS 20, Features Intersected: MOOSUP RIVER, Facility Carried by Structure: POND STREET #1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Superstructure: Good, Substructure: Good, Channel: Very 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 5665, Location: 0.1MI SO OF I-395 (Lat: 41.663333, Lng: -71.913333), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,725 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 863 (year 2026), Features Intersected: LATHROP BROOK, Facility Carried by Structure: LATHROP ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.548, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 5918, Location: 100' EAST OF LATHROP ROAD (Lat: 41.663333, Lng: -71.911667), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 250 (year 2026), Design Load: HS 20, Features Intersected: LATHROP BROOK, Facility Carried by Structure: PRATT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.840, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 33.5m (109.9ft) Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 6253, Location: .2 MILE SOUTH OF ROUTE 14 (Lat: 41.721667, Lng: -71.903333), Route carried "on" structure: State highway 12, Year Built: 1993, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 7,900 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 3,950 (year 2026), Design Load: H 15, Features Intersected: MOOSUP RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.544, Lanes on structure: 2, Owner: State Highway 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: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.6 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: Equal to present desirable 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: July 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 Find on map >>
Structure Number: 6553, Location: 0.1 MILE EAST OF RTE.14 (Lat: 41.700000, Lng: -71.878333), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 2000, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,765 (year 2006), Average Future Daily Traffic: 1,383 (year 2026), Design Load: HS 20, Features Intersected: FACTORY TUNNEL, Facility Carried by Structure: RIVER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.5 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, 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 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: 297, Location: 3.7 MI NORTH OF ROUTE 201 (Lat: 41.651667, Lng: -71.913333), Route carried "under" structure: Alternate State highway 647, Year Built: 1958, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 10,400 (year 2005), Truck Traffic: 7%, Features Intersected: SR 647 LATHROP ROAD, Facility Carried by Structure: INTERSTATE-395 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.008, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 299, Location: OVER ROUTE 14A (Lat: 41.693333, Lng: -71.908333), Route carried "under" structure: State highway 14A, Year Built: 1958, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 5,300 (year 2006), Truck Traffic: 2%, Features Intersected: ROUTE 14A, Facility Carried by Structure: INTERSTATE-395 Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 5.825, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft) Find on map >>
Structure Number: 302, Location: 2.4 MI NORTH OF ROUTE 14A (Lat: 41.718333, Lng: -71.895000), Route carried "under" structure: State highway 14, Year Built: 1958, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 11,600 (year 2006), Truck Traffic: 6%, Features Intersected: MOOSUP RIVER & ROUTE 14, Facility Carried by Structure: INTERSTATE-395 Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 28.592, Lanes on structure: 4, 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: 303, Location: 1.3 M NORTH OF ROUTE 14 (Lat: 41.743333, Lng: -71.883333), Route carried "under" structure: Interstate 395, Year Built: 1958, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 26,600 (year 2003), Truck Traffic: 10%, Features Intersected: INTERSTATE-395, Facility Carried by Structure: MOOSUP POND ROAD Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 53.708, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Discuss this city on our hugely popular Connecticut forum Back to: Plainfield, CT, Connecticut, All US cities.
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