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Bridge Statistics for Manchester, Connecticut (CT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Manchester, CT, Connecticut, Connecticut forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 106 Total length: 940 meters (3,084ft) Total costs: $132,000 Total average daily traffic: 2,214,980 Total average daily truck traffic: 235,260 National Bridge Inventory (NBI) Registered Bridges for Manchester
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 482, Location: 08 MI E OF RT 6 OFF RAMP (Lat: 41.773333, Lng: -72.566667), Route carried "on" structure: US 6, Year Built: 1941, Year Reconstructed: 1992, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 21,100 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 10,550 (year 2026), Design Load: HS 20, Features Intersected: HOCKANUM RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.855, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 24.9m (81.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present 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, Inspection Date: March 2006, Underwater 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3574, Location: 1 MI EAST OF EH TOWNLINE (Lat: 41.765000, Lng: -72.575000), Route carried "on" structure: State highway 502, Year Built: 1974, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 21,800 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 10,900 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-384 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.693, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.0m (164.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: March 2008, Other Special Inspection Date: March 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 Find on map >>
Structure Number: 3575, Location: 0.25 MILE S OF SPENCER ST (Lat: 41.763333, Lng: -72.568333), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 1992, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 8,700 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 4,350 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-384, Facility Carried by Structure: HILLSTOWN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 8, 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: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 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: 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: May 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 3576, Location: 0.1 MILE EAST OF EXIT 1 (Lat: 41.765000, Lng: -72.555000), Route carried "on" structure: Interstate 384, Year Built: 1968, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 29,050 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 14,525 (year 2026), Design Load: HS 20, Features Intersected: BIDWELL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.8m (71.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 3577, Location: 0.6 MILE WEST OF EXIT 2 (Lat: 41.765000, Lng: -72.555000), Route carried "on" structure: Interstate 384, Year Built: 1968, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 29,050 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 14,525 (year 2026), Design Load: HS 20, Features Intersected: BIDWELL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.829, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.8m (71.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 76.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 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: 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: 3578, Location: 1 MILE WEST ROUTE 83 (Lat: 41.763333, Lng: -72.541667), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 14,700 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 7,350 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-384, Facility Carried by Structure: KEENEY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.603, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 4.3m (14.1ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 24.6m (80.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: May 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3579, Location: I-384 WB EXIT 2 OFF RAMP (Lat: 41.763333, Lng: -72.541667), Route carried "on" structure: Ramp Interstate 384, Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,000 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 500 (year 2026), Design Load: HS 20, Features Intersected: HOP BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.555, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.1 metric tons, Inventory Rating: 89.1 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 358, Location: 0.5 MILE WEST OF ROUTE 83 (Lat: 41.763333, Lng: -72.531667), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 1,700 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 850 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-384, Facility Carried by Structure: PROSPECT STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.732, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3581, Location: .24 MI WEST OF ROUTE 83 (Lat: 41.763333, Lng: -72.525000), Route carried "on" structure: Interstate 384, Year Built: 1971, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 50,400 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 25,200 (year 2026), Features Intersected: GLOBE HOLLOW BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.339, Lanes on structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 46.6m (152.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 89.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: 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: 3582, Location: 1.6 MILE N GLASTONBURY TL (Lat: 41.761667, Lng: -72.520000), Route carried "on" structure: State highway 83, Year Built: 1970, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 16,500 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 8,250 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-384 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.603, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.6m (77.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3584, Location: 300 FT NORTH OF I-384 (Lat: 41.763333, Lng: -72.520000), Route carried "on" structure: State highway 83, Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 17,400 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 8,700 (year 2026), Design Load: HS 20, Features Intersected: HOP BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.732, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.1 metric tons, Inventory Rating: 89.1 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present 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: 3586, Location: EXIT 3 RAMP FROM SR 534 (Lat: 41.763333, Lng: -72.500000), Route carried "on" structure: Ramp Interstate 384, Year Built: 1969, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 4,000 (year 2001), Truck Traffic: 9%, Average Future Daily Traffic: 2,000 (year 2026), Design Load: HS 20, Features Intersected: HOP BROOK & BIKE PATH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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: 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: 3587, Location: EXIT 3 OFF RAMP TO SR 534 (Lat: 41.763333, Lng: -72.500000), Route carried "on" structure: Ramp Interstate 384, Year Built: 1969, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,600 (year 2001), Truck Traffic: 9%, Average Future Daily Traffic: 800 (year 2026), Design Load: HS 20, Features Intersected: HOP BROOK & BIKE PATH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.576, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, 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: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 61.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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: 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: 3588, Location: .2 MI EAST OF ROUTE 83 (Lat: 41.761667, Lng: -72.513333), Route carried "on" structure: Interstate 384, Year Built: 1969, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 18,950 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 9,475 (year 2026), Design Load: HS 20, Features Intersected: PARK MAINTENANCE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.321, Lanes on structure: 4, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Inventory Rating: 56.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 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: 3589, Location: .2 MI EAST OF ROUTE 83 (Lat: 41.761667, Lng: -72.513333), Route carried "on" structure: Interstate 384, Year Built: 1969, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 18,950 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 9,475 (year 2026), Design Load: HS 20, Features Intersected: PARK MAINTENANCE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.321, Lanes on structure: 4, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 56.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 359, Location: 1 MI EAST JUNC RT 83 (Lat: 41.761667, Lng: -72.503333), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 12.47m (40.91ft), Average Daily Traffic: 400 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 200 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-384 + HOP BRK, Facility Carried by Structure: GARDNER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.088, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 80.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.2 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: April 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: 3591, Location: 0.1 MILE WEST OF EXIT 4 (Lat: 41.763333, Lng: -72.498333), Route carried "on" structure: Interstate 384, Year Built: 1970, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 18,950 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 9,475 (year 2026), Design Load: HS 20, Features Intersected: BIRCH MOUNTAIN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.656, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 55.1 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 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 Find on map >>
Structure Number: 3592, Location: AT EXIT 4 (Lat: 41.761667, Lng: -72.498333), Route carried "on" structure: Interstate 384, Year Built: 1970, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 18,950 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 9,475 (year 2026), Design Load: HS 20, Features Intersected: BIRCH MOUNTAIN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.689, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 56.3 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 desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 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: 3593, Location: 2.3 MILES EAST OF RTE 83 (Lat: 41.765000, Lng: -72.490000), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 3,900 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 1,950 (year 2026), Design Load: HS 20, Features Intersected: INTERSTATE-384, Facility Carried by Structure: SPRING STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.845, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: May 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3594, Location: 0.7 MI WEST OF BOLTON T.L (Lat: 41.768333, Lng: -72.481667), Route carried "on" structure: Interstate 384, Year Built: 1968, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 15,950 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 7,975 (year 2026), Design Load: HS 20, Features Intersected: SR 534 (CAMP MEETING RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.169, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 82.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2006, Other Special Inspection Date: July 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: 3595, Location: 0.7 MI WEST OF BOLTON T.L (Lat: 41.768333, Lng: -72.481667), Route carried "on" structure: Interstate 384, Year Built: 1968, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 15,950 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 7,975 (year 2026), Design Load: HS 20, Features Intersected: SR 534 (CAMP MEETING RD) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.233, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 64.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2006, Other Special Inspection Date: July 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: 3596, Location: 0.25 MI WEST OF BOLTON TL (Lat: 41.771667, Lng: -72.475000), Route carried "on" structure: Interstate 384, Year Built: 1968, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 15,800 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 7,900 (year 2026), Design Load: HS 20, Features Intersected: FINLEY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.925, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 3597, Location: 0.25 MI WEST OF BOLTON TL (Lat: 41.770000, Lng: -72.473333), Route carried "on" structure: Interstate 384, Year Built: 1968, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 15,800 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 7,900 (year 2026), Design Load: HS 20, Features Intersected: FINLEY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.925, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 3677, Location: 0.5 MI NORTH OF RTE 6/44 (Lat: 41.796667, Lng: -72.555000), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 4,000 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 2,000 (year 2026), Design Load: HS 20, Features Intersected: HOCKANUM RIVER, Facility Carried by Structure: NEW STATE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 82.9 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 desirable 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: May 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3793, Location: 0.6 MI WEST OF JCT RTE 83 (Lat: 41.791667, Lng: -72.536667), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 11,400 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 5,700 (year 2026), Design Load: HS 20, Features Intersected: HOCKANUM RIVER, Facility Carried by Structure: NORTH MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: Febuary 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3876, Location: 1 MILE EAST OF JCT US 44 (Lat: 41.781667, Lng: -72.543333), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 17,900 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 8,950 (year 2026), Features Intersected: BIGELOW BROOK, Facility Carried by Structure: WEST MIDDLE TPKE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.220, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.4m (60.4ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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: Febuary 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 4147, Location: 2000 FT EAST OF SR 502 (Lat: 41.815000, Lng: -72.555000), Route carried "on" structure: City street , Year Built: 1875, Year Reconstructed: 1931, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,100 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 2,550 (year 2026), Features Intersected: HOP BROOK, Facility Carried by Structure: HARTFORD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 4148, Location: 100 FT S OF HARTFORD ROAD (Lat: 41.763333, Lng: -72.530000), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,140 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 570 (year 2026), Design Load: HS 20, Features Intersected: HOP BROOK, Facility Carried by Structure: PROSPECT STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 4149, Location: 100'(W) OF INT GLEN RD (Lat: 41.761667, Lng: -72.490000), Route carried "on" structure: City street , Year Built: 1905, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 730 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 365 (year 2026), Features Intersected: BIRCH MOUNTAIN BROOK, Facility Carried by Structure: SPRING STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.9m (19.4ft) Condition: Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal 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, Inspection Date: March 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000) Find on map >>
Structure Number: 4401, Location: AT INTERSECTION W/ NEW ST (Lat: 41.770000, Lng: -72.528333), Route carried "on" structure: City street , Year Built: 1941, Status: Closed, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 460 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 230 (year 2026), Design Load: H 20, Features Intersected: ABANDONED RAILROAD, Facility Carried by Structure: PARK STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.788, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Fair, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4532, Location: 0.5 MI WEST OF US RTE 44 (Lat: 41.766667, Lng: -72.556667), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 7,600 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 3,800 (year 2026), Features Intersected: HOP BROOK, Facility Carried by Structure: OLCOTT STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Satisfactory, 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: 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: Febuary 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 5226, Location: .26 MI SOUTH OF ROUTE 83 (Lat: 41.808333, Lng: -72.520000), Route carried "on" structure: State highway 30, Year Built: 1981, Status: Open, Structure Length: 13.35m (43.80ft), Average Daily Traffic: 29,100 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 14,550 (year 2026), Design Load: HS 20, Features Intersected: I-84 & I-84 Ramp 247 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.509, Lanes on structure: 4, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 65.5m (214.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 5234, Location: EXIT 63 I-84 EASTBOUND (Lat: 41.771667, Lng: -72.576667), Route carried "on" structure: Ramp Interstate 84, Year Built: 1981, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 11,300 (year 2001), Truck Traffic: 9%, Average Future Daily Traffic: 5,650 (year 2026), Design Load: HS 20, Features Intersected: HOCKANUM RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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: 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: 5235, Location: EXIT 63 ON RAMP TO I84 EB (Lat: 41.806667, Lng: -72.516667), Route carried "on" structure: Ramp Interstate 84, Year Built: 1981, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 7,100 (year 1998), Truck Traffic: 9%, Average Future Daily Traffic: 3,550 (year 2026), Design Load: HS 20, Features Intersected: HOCKANUM RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.289, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 5238, Location: 100' WEST OF ROUTE 83 (Lat: 41.808333, Lng: -72.518333), Route carried "on" structure: State highway 30, Year Built: 1981, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 33,100 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 16,550 (year 2026), Design Load: HS 20, Features Intersected: HOCKANUM RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.847, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 28.8m (94.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 5262, Location: 0.6 MI S OF TOLLAND TPKE (Lat: 41.786667, Lng: -72.550000), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 9,800 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 4,900 (year 2026), Design Load: HS 20, Features Intersected: HOCKANUM RIVER, Facility Carried by Structure: ADAMS STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: April 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 544, Location: I-84 WESTBOUND EXIT 60/62 (Lat: 41.805000, Lng: -72.553333), Route carried "on" structure: Ramp Interstate 84, Year Built: 1984, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 8,000 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 4,000 (year 2026), Design Load: HS 20, Features Intersected: BUCKLAND STREET Minimum Vertical Clearance: 6.25m (20.51ft), Kilometerpoint: 102.493, Lanes on structure: 2, Lanes under structure: 7, 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: 44.2m (145.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 59.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 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: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5441, Location: 2.8 MI WEST OF VERNON TL (Lat: 41.803333, Lng: -72.553333), Route carried "on" structure: Interstate 84, Year Built: 1984, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 54,250 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 27,125 (year 2026), Design Load: HS 20, Features Intersected: BUCKLAND STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.356, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 29.8m (97.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Superior to present desirable 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: 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5442, Location: 2.8 MI WEST OF VERNON TL (Lat: 41.806667, Lng: -72.551667), Route carried "on" structure: Interstate 84, Year Built: 1985, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 54,250 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 27,125 (year 2026), Design Load: HS 20, Features Intersected: BUCKLAND STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.356, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable 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: 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5443, Location: 0.6 MILE WEST OF EXIT 63 (Lat: 41.808333, Lng: -72.535000), Route carried "on" structure: Interstate 84, Year Built: 1984, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 58,950 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 29,475 (year 2026), Design Load: HS 20, Features Intersected: SLATER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.901, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 26.9m (88.3ft), Out-to-Out Width: 28.1m (92.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 68.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5444, Location: 0.6 MILE WEST OF EXIT 63 (Lat: 41.811450, Lng: -72.535000), Route carried "on" structure: Interstate 84, Year Built: 1984, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 56,650 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 28,325 (year 2026), Design Load: HS 20, Features Intersected: SLATER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.885, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 68.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable 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: June 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5558, Location: 115'EAST OF E HARTFORD TL (Lat: 41.770000, Lng: -72.575000), Route carried "on" structure: Ramp Interstate 384, Year Built: 1987, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 4,200 (year 2001), Truck Traffic: 14%, Average Future Daily Traffic: 2,100 (year 2026), Design Load: HS 20, Features Intersected: I-384 TR 801 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 69.2m (227.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2006, Critical Feature Inspection Date: July 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: 556, Location: 0.1 MILE EAST OF E.H. T.L (Lat: 41.766667, Lng: -72.577503), Route carried "on" structure: Ramp Interstate 384, Year Built: 1986, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 15,800 (year 2001), Truck Traffic: 9%, Average Future Daily Traffic: 7,900 (year 2026), Design Load: HS 20+Mod, Features Intersected: HOCKANUM RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.474, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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, Underwater 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 Discuss this city on our hugely popular Connecticut forum Back to: Manchester, CT, Connecticut, All US cities.
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