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Bridge Statistics for Marlborough, Connecticut (CT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Marlborough, CT, Connecticut, Connecticut forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 22 Total length: 101 meters (331ft) Total costs: $34,000 Total average daily traffic: 345,605 Total average daily truck traffic: 25,470 National Bridge Inventory (NBI) Registered Bridges for Marlborough
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 391, Location: 0.7 MI W OF COLCHESTER TL (Lat: 41.608333, Lng: -72.420000), Route carried "on" structure: State highway 2, Year Built: 1959, Year Reconstructed: 1993, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 17,150 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 8,575 (year 2026), Design Load: HS 20, Features Intersected: BLACKLEDGE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.815, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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, 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: August 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: 526, Location: 0.9 MI W HEBRON TL (Lat: 41.643333, Lng: -72.436667), Route carried "on" structure: State highway 66, Year Built: 1927, Year Reconstructed: 1986, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 9,700 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 4,850 (year 2026), Design Load: HS 20, Features Intersected: BLACKLEDGE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.414, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Good, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 1708, Location: 2 MI WEST OF RT 66 (Lat: 41.633333, Lng: -72.485000), Route carried "on" structure: State highway 2, Year Built: 1964, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 20,850 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 10,425 (year 2026), Design Load: HS 20, Features Intersected: WEST ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.834, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum 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: October 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 1709, Location: .3 MI EAST OF WEST RD (Lat: 41.661667, Lng: -72.481667), Route carried "on" structure: State highway 2, Year Built: 1964, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 40,900 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 20,450 (year 2026), Design Load: HS 20, Features Intersected: DICKERSON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.236, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 47.2m (154.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) 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: 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) Find on map >>
Structure Number: 171, Location: .9 MI WEST OF ROUTE 66 (Lat: 41.638333, Lng: -72.468333), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 300 (year 1993), Truck Traffic: 7%, Average Future Daily Traffic: 150 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 2, Facility Carried by Structure: PARK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.379, Lanes on structure: 2, Lanes under structure: 5, 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: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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 Find on map >>
Structure Number: 1711, Location: 0.26 MI WEST OF OP RT 66 (Lat: 41.635000, Lng: -72.461667), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 11.00m (36.09ft), Average Daily Traffic: 1,400 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 700 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 2, Facility Carried by Structure: JONES HOLLOW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.425, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Underclear: Meets minimum limits, 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 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: 1712, Location: 2.29 MI WEST HEBRON TL (Lat: 41.646667, Lng: -72.458333), Route carried "on" structure: State highway 66, Year Built: 1964, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 12,800 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 6,400 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.178, Lanes on structure: 3, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 60.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2007, Other Special 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: 1713, Location: .3 MI WEST OF SO MAIN ST (Lat: 41.610000, Lng: -72.433333), Route carried "on" structure: State highway 2, Year Built: 1964, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 16,600 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 8,300 (year 2026), Design Load: HS 20, Features Intersected: LYMANS BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.948, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft) Condition: Channel: Good, 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: August 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 3279, Location: 0.4 MI E OF O PASS RT 66 (Lat: 41.630000, Lng: -72.451667), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 250 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 2, Facility Carried by Structure: JOHNSON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.551, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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 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: 328, Location: AT EXIT 15 (Lat: 41.610000, Lng: -72.431667), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 3,100 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 1,550 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 2, Facility Carried by Structure: SO MAIN STREET #1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.004, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: 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: 3374, Location: 2 MI W OF RT 66 (Lat: 41.650000, Lng: -72.485000), Route carried "on" structure: State highway 2, Year Built: 1966, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 20,850 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 10,425 (year 2026), Design Load: HS 20, Features Intersected: WEST ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.850, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum 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: October 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 346, Location: 0.68 M W COLCHESTER TL (Lat: 41.601667, Lng: -72.420000), Route carried "on" structure: State highway 2, Year Built: 1968, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 17,150 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 8,575 (year 2026), Design Load: HS 20, Features Intersected: BLACKLEDGE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.831, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: 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: August 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: 445, Location: 3.6 MILES NORTH OF RTE 66 (Lat: 41.675000, Lng: -72.463333), Route carried "on" structure: City street , Year Built: 1929, Year Reconstructed: 1986, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,140 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 570 (year 2026), Features Intersected: BLACKLEDGE RIVER, Facility Carried by Structure: JONES HOLLOW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, 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: 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 Find on map >>
Structure Number: 4735, Location: 1.3 MILES EAST OF RTE 66 (Lat: 41.615000, Lng: -72.470000), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 171 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 86 (year 2026), Features Intersected: DICKINSON CREEK, Facility Carried by Structure: FLOOD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 559, Location: .25MI S of exit 15 Rt 2WB (Lat: 41.606667, Lng: -72.426667), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1986, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 684 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 342 (year 2026), Design Load: H 20, Features Intersected: BLACKLEDGE RIVER, Facility Carried by Structure: SO MAIN STREET #1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.284, 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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: 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, 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: May 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5602, Location: .1MI EAST OF JONES HOLLOW (Lat: 41.681667, Lng: -72.461667), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,026 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 513 (year 2026), Design Load: HS 20, Features Intersected: BLACKLEDGE RIVER, Facility Carried by Structure: WEST ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, 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: 12.2m (40.0ft), 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: 7.6m (24.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: June 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 565, Location: .75 mi. S of Rt 2WB Ex15 (Lat: 41.606667, Lng: -72.418333), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1986, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 684 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 342 (year 2026), Design Load: H 20, Features Intersected: FAWN BROOK, Facility Carried by Structure: SO MAIN STREET #1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, 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: 7.3m (24.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: May 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: 171, Location: .9 MI WEST OF ROUTE 66 (Lat: 41.638333, Lng: -72.468333), Route carried "under" structure: State highway 2, Year Built: 1964, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 41,700 (year 2004), Truck Traffic: 15%, Features Intersected: ROUTE 2, Facility Carried by Structure: PARK ROAD Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 23.379, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft) Find on map >>
Structure Number: 1711, Location: 0.26 MI WEST OF OP RT 66 (Lat: 41.635000, Lng: -72.461667), Route carried "under" structure: State highway 2, Year Built: 1964, Structure Length: 11.00m (36.09ft), Average Daily Traffic: 41,700 (year 2004), Truck Traffic: 7%, Features Intersected: ROUTE 2, Facility Carried by Structure: JONES HOLLOW ROAD Minimum Vertical Clearance: 7.29m (23.92ft), Kilometerpoint: 24.425, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft) Find on map >>
Structure Number: 1712, Location: 2.29 MI WEST HEBRON TL (Lat: 41.646667, Lng: -72.458333), Route carried "under" structure: State highway 2, Year Built: 1964, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 30,200 (year 2006), Truck Traffic: 6%, Features Intersected: ROUTE 2, Facility Carried by Structure: ROUTE 66 Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 24.843, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft) Find on map >>
Structure Number: 3279, Location: 0.4 MI E OF O PASS RT 66 (Lat: 41.630000, Lng: -72.451667), Route carried "under" structure: State highway 2, Year Built: 1966, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 33,800 (year 2004), Truck Traffic: 7%, Features Intersected: ROUTE 2, Facility Carried by Structure: JOHNSON ROAD Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 25.551, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft) Find on map >>
Structure Number: 328, Location: AT EXIT 15 (Lat: 41.610000, Lng: -72.431667), Route carried "under" structure: State highway 2, Year Built: 1966, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 33,200 (year 2006), Truck Traffic: 7%, Features Intersected: ROUTE 2, Facility Carried by Structure: SO MAIN STREET #1 Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 28.415, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft) Discuss this city on our hugely popular Connecticut forum Back to: Marlborough, CT, Connecticut, All US cities.
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