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Bridge Statistics for Barkhamsted, Connecticut (CT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Barkhamsted, CT, Connecticut, Connecticut forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 11
Total length: 25 meters (82ft) Total costs: $22,000 Total average daily traffic: 38,400 Total average daily truck traffic: 1,704 Total future (year 2028) average daily traffic: 19,200 National Bridge Inventory (NBI) Registered Bridges for Barkhamsted
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 874, Location: 1.1 MI FROM WINCHESTER TL (Lat: 41.951667, Lng: -73.020000), Route carried "on" structure: State highway 20, Year Built: 1953, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 1,900 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 950 (year 2028), Design Load: H 20, Features Intersected: STILL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 70.2 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: Equal to 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: September 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 875, Location: 1.4 MI W OF WINCHESTER TL (Lat: 41.956667, Lng: -73.016667), Route carried "on" structure: State highway 20, Year Built: 1940, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 1,500 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 750 (year 2028), Design Load: H 20, Features Intersected: W BRNCH FARMINGTON RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 Find on map >>
Structure Number: 972, Location: 150' EAST OF DEW ROAD (Lat: 41.905000, Lng: -73.008333), Route carried "on" structure: US 44, Year Built: 1947, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 13,100 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 6,550 (year 2028), Design Load: H 20, Features Intersected: MORGAN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.700, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 28.2m (92.5ft) Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.1 metric tons, Inventory Rating: 89.1 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2009, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 Find on map >>
Structure Number: 1495, Location: 0.3 MILE NORTH OF U.S. 44 (Lat: 41.911667, Lng: -72.990000), Route carried "on" structure: State highway 181, Year Built: 1957, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,000 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,000 (year 2028), Features Intersected: MORGAN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Very good, Superstructure: Fair, Substructure: Good, Channel: Very good, Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: December 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1496, Location: INTERSECT RTS 181 & 318 (Lat: 41.905000, Lng: -72.988333), Route carried "on" structure: State highway 181, Year Built: 1939, Year Reconstructed: 1986, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 6,700 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 3,350 (year 2028), Features Intersected: W BR FARMINGTON RIVER Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 1.738, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 70.7m (232.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: 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, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: January 2009, Critical Feature Inspection Date: January 2009, Other Special Inspection Date: January 2009, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: 1497, Location: 0.5 MI NORTH OF ROUTE 318 (Lat: 41.930000, Lng: -72.971667), Route carried "on" structure: State highway 181, Year Built: 1929, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,000 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2028), Features Intersected: BEAVER BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.781, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1589, Location: 100 FEET EAST OF ROUTE 44 (Lat: 41.915000, Lng: -73.000000), Route carried "on" structure: State highway 318, Year Built: 1947, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 2,750 (year 2028), Design Load: H 20, Features Intersected: MORGAN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: October 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 159, Location: 0.2 MILE EAST OF RTE. 181 (Lat: 41.911667, Lng: -72.973333), Route carried "on" structure: State highway 318, Year Built: 1937, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 5,000 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 2,500 (year 2028), Features Intersected: BEAVER BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 58.5 metric tons, Inventory Rating: 40.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 Find on map >>
Structure Number: 5123, Location: .25 MI WEST OF ROUTE 181 (Lat: 41.925000, Lng: -72.971667), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 230 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 115 (year 2028), Features Intersected: BEAVER BROOK, Facility Carried by Structure: DAY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5124, Location: 200 FEET EAST OF ROUTE 44 (Lat: 41.905000, Lng: -72.993333), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 570 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 285 (year 2028), Features Intersected: MORGAN BROOK, Facility Carried by Structure: MORGAN BROOK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5125, Location: 50 FT SOUTH OF ROUTE 44 (Lat: 41.913333, Lng: -73.018333), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 900 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 450 (year 2028), Features Intersected: MORGAN BROOK, Facility Carried by Structure: EAST WEST HILL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.940, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2008, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000
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