Bridge Statistics for Glastonbury, Connecticut (CT) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 5546, Location: .17 MI WEST OF ROUTE 2 (Lat: 41.726667, Lng: -72.615000), Route carried "on" structure: State highway 3, Year Built: 1986, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 47,100 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 23,550 (year 2030), Design Load: HS 20, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.625, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 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: 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 10, 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, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5561, Location: 0.24 MI N OF MAIN ST OP (Lat: 41.720000, Lng: -72.611347), Route carried "on" structure: State highway 3, Year Built: 1987, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 24,500 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 12,250 (year 2030), Design Load: HS 20+Mod, Features Intersected: ROUTE 2 & RAMP 080 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.011, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.8 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, 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, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5562, Location: 500' EAST OF INT RTE. 3 (Lat: 41.721667, Lng: -72.610600), Route carried "on" structure: Ramp State highway 3, Year Built: 1987, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 16,500 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 8,250 (year 2030), Design Load: HS 20, Features Intersected: ROUTE 2 RAMP 080
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.738, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 54.9 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: 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: August 10, 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, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5608, Location: APPROX 370'NORTH OF RT 94 (Lat: 41.716667, Lng: -72.585000), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 3,000 (year 2030), Features Intersected: SALMON BROOK, Facility Carried by Structure: EASTERN BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 52.2 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000

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Structure Number: 5727, Location: 0.2 MI WEST RTE 17 (Lat: 41.670000, Lng: -72.608333), Route carried "on" structure: State highway 160, Year Built: 1910, Year Reconstructed: 1987, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,300 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 650 (year 2030), Design Load: HS 20, Features Intersected: ROARING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.440, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.4m (27.6ft)

Condition: Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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: January 12, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000

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Structure Number: 5731, Location: 1 MI. SOUTH OF ROUTE 3 (Lat: 41.721667, Lng: -72.613333), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 21,888 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 10,944 (year 2030), Design Load: HS 20+Mod, Features Intersected: SALMON BROOK, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.055, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), 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)

Condition: Channel: Good, Culverts: Good, Operating Rating: 52.2 metric tons, Inventory Rating: 30.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric

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Structure Number: 5952, Location: .5 MI NO OF INT ROUTE 94 (Lat: 41.717903, Lng: -72.593778), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,000 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 1,000 (year 2030), Design Load: HS 20, Features Intersected: SALMON BROOK, Facility Carried by Structure: WESTERN BOULEVARD1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000

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Structure Number: 6113, Location: 0.5 MI NORTH OF MAIN ST. (Lat: 41.715278, Lng: -72.620278), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,800 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 900 (year 2030), Features Intersected: SALMON BROOK, Facility Carried by Structure: NAUBUC AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Fair, Culverts: Good, Operating Rating: 89.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.01m (0.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000

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Structure Number: 387, Location: 0.13 MI WEST OF RTE 2 EB (Lat: 41.710000, Lng: -72.596667), Route carried "under" structure: State highway 17, Year Built: 1950, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 16,100 (year 2010), Truck Traffic: 6%, Features Intersected: ROUTE 17, Facility Carried by Structure: ROUTE 94
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 58.117, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 388, Location: .13 MI N OF NEW LONDN TPK (Lat: 41.706667, Lng: -72.598333), Route carried "under" structure: Ramp State highway 17, Year Built: 1952, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 600 (year 2007), Truck Traffic: 10%, Features Intersected: ROUTE 17 SB RAMP 007
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 5.757, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1696, Location: 0.2 MI WEST OF ROUTE 94 (Lat: 41.713333, Lng: -72.596667), Route carried "under" structure: State highway 17, Year Built: 1964, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 18,000 (year 2008), Truck Traffic: 6%, Features Intersected: ROUTE 17, Facility Carried by Structure: ROUTE 2 EASTBOUND
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 5.823, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 1697, Location: ROUTE 94 (Lat: 41.715000, Lng: -72.595000), Route carried "under" structure: State highway 94, Year Built: 1964, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 22,300 (year 2010), Truck Traffic: 6%, Features Intersected: ROUTE 94, Facility Carried by Structure: ROUTE 2 EASTBOUND
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.628, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1698, Location: OVER ROUTE 94 (Lat: 41.713333, Lng: -72.595000), Route carried "under" structure: State highway 94, Year Built: 1964, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 22,300 (year 2010), Truck Traffic: 6%, Features Intersected: ROUTE 94, Facility Carried by Structure: ROUTE 2 WESTBOUND
Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 0.692, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 1699, Location: .2 MI W OF RAMP TO RT 94 (Lat: 41.710000, Lng: -72.591667), Route carried "under" structure: State highway 2, Year Built: 1964, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 50,700 (year 2010), Truck Traffic: 6%, Features Intersected: ROUTE 2, Facility Carried by Structure: OAK STREET
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 9.397, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 1705, Location: OVER ROUTE 2 (Lat: 41.676667, Lng: -72.540000), Route carried "under" structure: State highway 2, Year Built: 1964, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 42,500 (year 2008), Truck Traffic: 10%, Features Intersected: ROUTE 2, Facility Carried by Structure: ROUTE 83
Minimum Vertical Clearance: 6.15m (20.18ft), Kilometerpoint: 15.993, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 1706, Location: .77 MI N OF NEIPSIC EXIT9 (Lat: 41.700000, Lng: -72.585000), Route carried "under" structure: State highway 2, Year Built: 1964, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 48,800 (year 2009), Truck Traffic: 8%, Features Intersected: ROUTE 2, Facility Carried by Structure: COMMERCE STREET
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.996, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 1707, Location: .66 MI SOUTH OF ROUTE 83 (Lat: 41.681667, Lng: -72.531667), Route carried "under" structure: State highway 2, Year Built: 1964, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 47,100 (year 2009), Truck Traffic: 7%, Features Intersected: ROUTE 2, Facility Carried by Structure: WASSUC ROAD
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 17.313, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 5561, Location: 0.24 MI N OF MAIN ST OP (Lat: 41.720000, Lng: -72.611347), Route carried "under" structure: State highway 2, Year Built: 1987, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 69,200 (year 2009), Truck Traffic: 8%, Features Intersected: ROUTE 2 & RAMP 080 EB, Facility Carried by Structure: ROUTE 3
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 7.096, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 5561, Location: 0.24 MI N OF MAIN ST OP (Lat: 41.720000, Lng: -72.611347), Route carried "under" structure: Ramp State highway 2, Year Built: 1987, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 4,784 (year 2011), Truck Traffic: 5%, Features Intersected: ROUTE 2 & RAMP 080 EB, Facility Carried by Structure: ROUTE 3
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 7.096, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 5562, Location: 500' EAST OF INT RTE. 3 (Lat: 41.721667, Lng: -72.610600), Route carried "under" structure: Ramp State highway 2, Year Built: 1987, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 3,200 (year 2007), Features Intersected: ROUTE 2 RAMP 080, Facility Carried by Structure: ROUTE 3 TR 801
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)