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Bridge Statistics for Thomaston, Connecticut (CT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Thomaston, CT, Connecticut, Connecticut forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 41 Total length: 189 meters (620ft) Total costs: $83,000 Total average daily traffic: 328,598 Total average daily truck traffic: 15,929 National Bridge Inventory (NBI) Registered Bridges for Thomaston
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 466, Location: .1 MI N RT 254 (Lat: 41.673333, Lng: -73.076667), Route carried "on" structure: State highway 807, Year Built: 1956, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 12,200 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 6,100 (year 2026), Design Load: HS 20, Features Intersected: NORTHFIELD BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: 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 Find on map >>
Structure Number: 467, Location: 500' W OF EXT 39 ROUTE 8 (Lat: 41.673333, Lng: -73.070000), Route carried "on" structure: State highway 222, Year Built: 1930, Year Reconstructed: 1987, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 9,200 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 4,600 (year 2026), Design Load: H 15, Features Intersected: NAUGATUCK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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, 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, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2006, Underwater Inspection Date: June 2006, Other Special Inspection Date: June 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: 468, Location: PLUME & ATWOOD (Lat: 41.673333, Lng: -73.068333), Route carried "on" structure: State highway 222, Year Built: 1958, Year Reconstructed: 2000, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 9,200 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 4,600 (year 2026), Design Load: HS 20, Features Intersected: NAUGATUCK RIV O/FLOW-DRY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 21.7m (71.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 62.1 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: 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 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: 469, Location: .1 MI WEST OF RT 8 (Lat: 41.678333, Lng: -73.066667), Route carried "on" structure: State highway 222, Year Built: 1939, Year Reconstructed: 1988, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 9,200 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 4,600 (year 2026), Design Load: HS 20, Features Intersected: HRRC AND PRIVATE ROADS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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 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: 603, Location: OFF EXIT 38 ROUTE 8 (Lat: 41.652500, Lng: -73.076667), Route carried "on" structure: State highway 848, Year Built: 1928, Year Reconstructed: 1987, Status: Open, Structure Length: 14.87m (48.79ft), Average Daily Traffic: 3,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 1,500 (year 2026), Features Intersected: NAUGATUCK RIVER & RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.149, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 51.5m (169.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2007, Underwater Inspection Date: November 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: 604, Location: 0.9 MI S LITCHFIELD TL (Lat: 41.691667, Lng: -73.068333), Route carried "on" structure: State highway 8, Year Built: 1960, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 12,000 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2026), Design Load: HS 20, Features Intersected: FENN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.953, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.1 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 minimum criteria, Deck Geometry: High priority of replacement, 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: 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: Latex Concrete, Deck Protection: Cathodic Protection Find on map >>
Structure Number: 605, Location: .9 MI SO TOMASTON LTCHFLD (Lat: 41.691667, Lng: -73.070000), Route carried "on" structure: State highway 8, Year Built: 1960, Year Reconstructed: 1993, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 12,000 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2026), Design Load: HS 20, Features Intersected: FENN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.969, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: 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: 1729, Location: 09 MI NORTH WATERTOWN TL (Lat: 41.648333, Lng: -73.081667), Route carried "on" structure: State highway 8, Year Built: 1964, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 16,600 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 8,300 (year 2026), Design Load: HS 20, Features Intersected: REYNOLDS BRIDGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.691, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 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: 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: 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 Find on map >>
Structure Number: 173, Location: 08 MI NORTH WATERTOWN TL (Lat: 41.648333, Lng: -73.080000), Route carried "on" structure: State highway 8, Year Built: 1964, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 16,600 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 8,300 (year 2026), Design Load: HS 20, Features Intersected: REYNOLDS BRIDGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.675, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable 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: 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 Find on map >>
Structure Number: 1845, Location: 04 MI NORTH OF MAIN ST (Lat: 41.690000, Lng: -73.065000), Route carried "on" structure: State highway 222, Year Built: 1960, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 800 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 400 (year 2026), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 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: 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: November 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: 1846, Location: ROUTE 222 OVER RAILROAD (Lat: 41.693333, Lng: -73.063333), Route carried "on" structure: State highway 222, Year Built: 1960, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 800 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 400 (year 2026), Design Load: HS 20, Features Intersected: NAUGATUCK RAILROAD CO. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.703, Lanes on structure: 2, 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: 8.2m (26.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 3346, Location: EXIT 38 JCT OF ROUTE 254 (Lat: 41.655636, Lng: -73.078400), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 11,900 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 5,950 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 254 SO MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.432, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal 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: September 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: 3347, Location: AT ROUTE 8 EXIT 38 (Lat: 41.656119, Lng: -73.078847), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 11,900 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 5,950 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 254 SO MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.512, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal 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: September 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: 3348, Location: BEGIN OF OVERLAP RTE 6&8 (Lat: 41.656667, Lng: -73.080000), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 11,750 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 5,875 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 6 EB & RTE 8NB RMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.625, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), 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: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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: June 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: 3349, Location: .1 MI NORTH OF ROUTE 254 (Lat: 41.656667, Lng: -73.078333), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 12,300 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 6,150 (year 2026), Design Load: HS 20, Features Intersected: ROUTE 6 EASTBOUND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.625, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), 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: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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: 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: September 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: 335, Location: .1 MI NORTH ROUTE 109 (Lat: 41.660000, Lng: -73.078333), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1994, Status: Open, Structure Length: 16.89m (55.41ft), Average Daily Traffic: 13,450 (year 2002), Truck Traffic: 8%, Average Future Daily Traffic: 6,725 (year 2026), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER & R.R. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.979, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Inventory Rating: 66.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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: August 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: 3351, Location: .1 MI NORTH OF EXIT 38 (Lat: 41.660000, Lng: -73.078333), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 17.95m (58.89ft), Average Daily Traffic: 13,900 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 6,950 (year 2026), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER & R.R. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.027, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.3m (119.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 65.2 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, 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: August 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: 3352, Location: ROUTE 8 EXIT 39 (Lat: 41.673333, Lng: -73.065000), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1992, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 10,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 5,000 (year 2026), Design Load: HS 20, Features Intersected: RTE 222 (E MAIN ST) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.829, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.2 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: 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: 3353, Location: EXIT 39 (Lat: 41.673333, Lng: -73.065000), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 10,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 5,000 (year 2026), Design Load: HS 20, Features Intersected: RTE 222 E MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.829, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 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: 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: 3354, Location: .5 MI NORTH OF ROUTE 6 (Lat: 41.678333, Lng: -73.065000), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 11,450 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 5,725 (year 2026), Design Load: HS 20, Features Intersected: NAUGATUCK RAILROAD CO. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.328, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3355, Location: .5 MI NO OF RT 6 (Lat: 41.680000, Lng: -73.063333), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 11,450 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 5,725 (year 2026), Design Load: HS 20, Features Intersected: NAUGATUCK RAILROAD CO. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.424, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 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: January 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3356, Location: .64 MI NORTH OF US RTE 6 (Lat: 41.680000, Lng: -73.065000), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 11,450 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 5,725 (year 2026), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER & LOCAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.585, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.5 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: Superior to present desirable 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: June 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: 3357, Location: .66 MI NORTH OF US 6 (Lat: 41.680000, Lng: -73.065000), Route carried "on" structure: State highway 8, Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 11,450 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 5,725 (year 2026), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER & LOCAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.617, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), 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: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.3 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, 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: June 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: Latex Concrete, Deck Protection: Cathodic Protection Find on map >>
Structure Number: 3358, Location: ROUTE 8 EXIT 40 (Lat: 41.681667, Lng: -73.066667), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 11,850 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 5,925 (year 2026), Design Load: HS 20, Features Intersected: RTE 222 N MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.875, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), 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: Good, Substructure: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 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 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 Find on map >>
Structure Number: 3359, Location: BETWEEN EXITS 39 & 40 (Lat: 41.681667, Lng: -73.068333), Route carried "on" structure: State highway 8, Year Built: 1966, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 11,850 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 5,925 (year 2026), Design Load: HS 20, Features Intersected: RTE 222 N MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.907, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.3m (66.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 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: 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: 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: 5043, Location: 200' EAST OF ROUTE 254 (Lat: 41.696667, Lng: -73.105000), Route carried "on" structure: City street , Year Built: 1946, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 58 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 29 (year 2026), Design Load: H 20, Features Intersected: NORTHFIELD BROOK, Facility Carried by Structure: WALNUT HILL RD #2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: Equal to 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: 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: 5414, Location: 600'N OF INT.OF 254 & 807 (Lat: 41.669428, Lng: -73.079800), Route carried "on" structure: State highway 254, Year Built: 1970, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,300 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 2,650 (year 2026), Features Intersected: NORTHFIELD BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.866, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 52.2 metric tons, Inventory Rating: 32.4 metric tons, 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: September 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 5415, Location: .20 MI NORTH OF SR807 JCT (Lat: 41.670861, Lng: -73.081650), Route carried "on" structure: State highway 254, Year Built: 1970, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,900 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 2,950 (year 2026), Features Intersected: NORTHFIELD BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable 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: September 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: CEPNEDCT0910002, Location: .80 KM E CT RTE. 8 (Lat: 41.666667, Lng: -73.500000), Route carried "on" structure: Federal lands road , Year Built: 1960, Status: Open, Structure Length: 3.49m (11.45ft), Average Daily Traffic: 40 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 40 (year 2027), Design Load: H 15, Features Intersected: THOMASTON SPILLWAY CHANN, Facility Carried by Structure: ACCESS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.3m (112.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.67m (21.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $15,000, Total Project Cost: $15,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: CEPNEDCT0910003, Location: 4.8 KM N OF THOMASTON (Lat: 41.700000, Lng: -73.050000), Route carried "on" structure: Federal lands road , Year Built: 1939, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 50 (year 2024), Design Load: H 15, Features Intersected: LEADMINE BROOK, Facility Carried by Structure: LEADMINE BROOK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 6.2m (20.3ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 6.2m (20.3ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: CEPNEDCT0910004, Location: 4.8 KM SW OF THOMASTON (Lat: 42.466667, Lng: -73.000000), Route carried "on" structure: Federal lands road , Year Built: 1940, Year Reconstructed: 1955, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 50 (year 2024), Design Load: H 15, Features Intersected: NORTHFIELD BROOK, Facility Carried by Structure: OLD RTE 254-UPPER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), 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: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.26m (7.41ft), 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 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: CEPNEDCT0910005, Location: 4.8 KM SW OF THOMASTON (Lat: 42.466667, Lng: -73.108333), Route carried "on" structure: Federal lands road , Year Built: 1936, Year Reconstructed: 1955, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 50 (year 2028), Design Load: H 15, Features Intersected: NORTHFIELD BROOK, Facility Carried by Structure: OLD RTE 254-LOWER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), 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 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: CEPNEDCT0910006, Location: 6.44 KM SW OF THOMASTON (Lat: 41.675000, Lng: -73.096667), Route carried "on" structure: Federal lands road , Year Built: 1950, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 50 (year 2028), Design Load: H 15, Features Intersected: BRANCH BROOK, Facility Carried by Structure: OLD NORTHFIELD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.6m (44.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), 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 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3346, Location: EXIT 38 JCT OF ROUTE 254 (Lat: 41.655636, Lng: -73.078400), Route carried "under" structure: State highway 254, Year Built: 1966, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 7,900 (year 2003), Truck Traffic: 5%, Features Intersected: ROUTE 254 SO MAIN STREET, Facility Carried by Structure: ROUTE 8 NORTHBOUND Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.257, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft) Find on map >>
Structure Number: 3347, Location: AT ROUTE 8 EXIT 38 (Lat: 41.656119, Lng: -73.078847), Route carried "under" structure: State highway 254, Year Built: 1966, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 7,700 (year 2005), Truck Traffic: 5%, Features Intersected: ROUTE 254 SO MAIN STREET, Facility Carried by Structure: ROUTE 8 SOUTHBOUND Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.322, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft) Find on map >>
Structure Number: 3348, Location: BEGIN OF OVERLAP RTE 6&8 (Lat: 41.656667, Lng: -73.080000), Route carried "under" structure: US 6, Year Built: 1966, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 2,500 (year 2002), Truck Traffic: 4%, Features Intersected: ROUTE 6 EB & RTE 8NB RMP, Facility Carried by Structure: ROUTE 8 SOUTHBOUND Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 63.008, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 3349, Location: .1 MI NORTH OF ROUTE 254 (Lat: 41.656667, Lng: -73.078333), Route carried "under" structure: US 6, Year Built: 1966, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 2,300 (year 2006), Truck Traffic: 3%, Features Intersected: ROUTE 6 EASTBOUND, Facility Carried by Structure: ROUTE 8 NORTHBOUND Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 63.025, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 3352, Location: ROUTE 8 EXIT 39 (Lat: 41.673333, Lng: -73.065000), Route carried "under" structure: State highway 222, Year Built: 1966, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 12,900 (year 2004), Truck Traffic: 2%, Features Intersected: RTE 222 (E MAIN ST), Facility Carried by Structure: ROUTE 8 SOUTHBOUND Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.129, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft) Find on map >>
Structure Number: 3353, Location: EXIT 39 (Lat: 41.673333, Lng: -73.065000), Route carried "under" structure: State highway 222, Year Built: 1966, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 13,600 (year 2006), Truck Traffic: 2%, Features Intersected: RTE 222 E MAIN STREET, Facility Carried by Structure: ROUTE 8 NORTHBOUND Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.008, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft) Find on map >>
Structure Number: 3358, Location: ROUTE 8 EXIT 40 (Lat: 41.681667, Lng: -73.066667), Route carried "under" structure: State highway 222, Year Built: 1966, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 1,700 (year 2006), Truck Traffic: 2%, Features Intersected: RTE 222 N MAIN STREET, Facility Carried by Structure: ROUTE 8 SOUTHBOUND Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 1.738, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft) Find on map >>
Structure Number: 3359, Location: BETWEEN EXITS 39 & 40 (Lat: 41.681667, Lng: -73.068333), Route carried "under" structure: State highway 222, Year Built: 1966, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 2,200 (year 2004), Truck Traffic: 2%, Features Intersected: RTE 222 N MAIN STREET, Facility Carried by Structure: ROUTE 8 NORTHBOUND Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 1.834, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Discuss this city on our hugely popular Connecticut forum Back to: Thomaston, CT, Connecticut, All US cities.
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