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Bridge Statistics for New Hartford, Connecticut (CT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: New Hartford, CT, Connecticut, Connecticut forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 19 Total length: 47 meters (154ft) Total costs: $38,000 Total average daily traffic: 88,885 Total average daily truck traffic: 4,661 Total future (year 2026) average daily traffic: 44,443 National Bridge Inventory (NBI) Registered Bridges for New Hartford
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 912, Location: 1.4 MI N OF TORRINGTON TL (Lat: 41.831667, Lng: -73.045000), Route carried "on" structure: US 202, Year Built: 1959, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 15,400 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 7,700 (year 2026), Design Load: HS 20, Features Intersected: BAKERSVILLE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.278, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 63.0 metric tons, Inventory Rating: 40.5 metric tons, Structural Evaluation: Better than 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: July 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 914, Location: 1.5 MILE NO. OF ROUTE 219 (Lat: 41.818333, Lng: -72.990000), Route carried "on" structure: US 202, Year Built: 1922, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 11,600 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 5,800 (year 2026), Features Intersected: NEPAUG RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.992, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 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 Find on map >>
Structure Number: 973, Location: 50' EAST OF INT ROUTE 219 (Lat: 41.873333, Lng: -72.978333), Route carried "on" structure: US 44, Year Built: 1941, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 12,200 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 6,100 (year 2026), Design Load: H 20, Features Intersected: SPRUCE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.430, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 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 Find on map >>
Structure Number: 974, Location: 0.2 MI. WEST OF CANTON TL (Lat: 41.853333, Lng: -72.956667), Route carried "on" structure: US 44, Year Built: 1958, Year Reconstructed: 1984, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 13,900 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 6,950 (year 2026), Design Load: HS 20, Features Intersected: FARMINGTON RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.970, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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 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: 156, Location: 0.1 MILE NORTH JCT 44 (Lat: 41.876667, Lng: -72.976667), Route carried "on" structure: State highway 219, Year Built: 1959, Year Reconstructed: 1992, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 4,800 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 2,400 (year 2026), Design Load: H 20, Features Intersected: FARMINGTON RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.514, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.2 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1561, Location: APP 1.2 MI N OF ROUTE 44 (Lat: 41.870000, Lng: -72.960000), Route carried "on" structure: State highway 219, Year Built: 1929, Year Reconstructed: 1988, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 2,800 (year 2002), Truck Traffic: 3%, Average Future Daily Traffic: 1,400 (year 2026), Design Load: HS 20, Features Intersected: E BR FARMINGTON RIVER Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 9.284, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2007, Critical Feature 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: 4434, Location: BETWEEN RTE 44 & RTE 219 (Lat: 41.870000, Lng: -72.965000), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 100 (year 2007), Average Future Daily Traffic: 50 (year 2026), Design Load: HS 20, Features Intersected: W BR FARMINGTON RIVER, Facility Carried by Structure: BLACK BRIDGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Fair, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2006, Other Special 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 Find on map >>
Structure Number: 5072, Location: .5 MILE WEST OF ROUTE 202 (Lat: 41.833333, Lng: -73.040000), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 300 (year 1992), Truck Traffic: 7%, Average Future Daily Traffic: 150 (year 2026), Features Intersected: TORRINGFORD BROOK, Facility Carried by Structure: GILLETTE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior 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: 5073, Location: .75 MI NORTH OF ROUTE 202 (Lat: 41.846667, Lng: -73.023333), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 400 (year 1990), Truck Traffic: 7%, Average Future Daily Traffic: 200 (year 2026), Features Intersected: NEPAUG RIVER, Facility Carried by Structure: MAPLE HOLLOW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: 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: Monolithic Concrete Find on map >>
Structure Number: 5074, Location: 100FT W OF CARPENTER ROAD (Lat: 41.830000, Lng: -73.006667), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 200 (year 1992), Truck Traffic: 7%, Average Future Daily Traffic: 100 (year 2026), Design Load: H 20, Features Intersected: NEPAUG RIVER, Facility Carried by Structure: DINGS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Satisfactory, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: 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 Find on map >>
Structure Number: 5075, Location: 0.2 MILE NORTH OF RTE 202 (Lat: 41.828333, Lng: -72.975000), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 200 (year 1992), Truck Traffic: 7%, Average Future Daily Traffic: 100 (year 2026), Design Load: HS 20, Features Intersected: NEPAUG RIVER, Facility Carried by Structure: STEELE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 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: Better than present minimum criteria, Approach Roadway Alignment: Superior 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 Find on map >>
Structure Number: 5076, Location: .1MI SOUTH OF ROUTE 219 (Lat: 41.868333, Lng: -72.981667), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 200 (year 1992), Truck Traffic: 2%, Average Future Daily Traffic: 100 (year 2026), Features Intersected: BROOK, Facility Carried by Structure: STEELE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), 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: 8.4m (27.6ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum 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) Find on map >>
Structure Number: 5077, Location: AT JCT OF CEDAR & RT 202 (Lat: 41.821667, Lng: -73.031667), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,260 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 630 (year 2026), Design Load: HS 20, Features Intersected: BAKERSVILLE BROOK, Facility Carried by Structure: CEDAR LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5078, Location: AT JCT OF MAPLE HOLLOW RD (Lat: 41.848333, Lng: -73.013333), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 25 (year 1992), Average Future Daily Traffic: 13 (year 2026), Features Intersected: NORTH BROOK, Facility Carried by Structure: GRAY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Channel: Poor, Culverts: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 36.0 metric tons, 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: August 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 5079, Location: .2 MI W OF MAPLE HOLLOWRD (Lat: 41.848333, Lng: -73.028333), Route carried "on" structure: City street , Year Built: 1955, Year Reconstructed: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 300 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 150 (year 2026), Features Intersected: BAKERSVILLE BROOK, Facility Carried by Structure: WINCHESTER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.004, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 567, Location: 0.6 MILE NORTH OF RTE 202 (Lat: 41.846667, Lng: -73.015000), Route carried "on" structure: State highway 219, Year Built: 1988, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 3,100 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 1,550 (year 2026), Design Load: HS 20+Mod, Features Intersected: NEPAUG RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 5673, Location: 2.3 MI E OF ROUTE 219 INT (Lat: 41.823333, Lng: -72.975000), Route carried "on" structure: US 202, Year Built: 1923, Year Reconstructed: 1988, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 10,100 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 5,050 (year 2026), Design Load: HS 20, Features Intersected: NEPAUG RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.473, 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: 20.1m (65.9ft), 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: Satisfactory, 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: 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: 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5777, Location: 1.2 MILES EAST OF RTE 219 (Lat: 41.830000, Lng: -72.995000), Route carried "on" structure: US 202, Year Built: 1989, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 11,600 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 5,800 (year 2026), Design Load: HS 20, Features Intersected: NEPAUG RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.606, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 593, Location: .25 MI NO/WEST OF RTE 219 (Lat: 41.836667, Lng: -73.015000), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 400 (year 1990), Truck Traffic: 7%, Average Future Daily Traffic: 200 (year 2026), Design Load: HS 20, Features Intersected: NORTH NEPAUG RIVER, Facility Carried by Structure: MAPLE HOLLOW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Discuss this city on our hugely popular Connecticut forum Back to: New Hartford, CT, Connecticut, All US cities.
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