Bridge Statistics for Windsor Locks, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 400ft / 122mTotal length
- $31,800,000Total costs
- 289,609Total average daily traffic
- 33,621Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Windsor Locks
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 21960-1969
- 11970-1979
- 11980-1989
- 41990-1999
- Bridge Condition - Deck
- 42.9%Good
- 57.1%Satisfactory
- Bridge Condition - Superstructure
- 37.5%Good
- 37.5%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 12.5%Good
- 87.5%Satisfactory
- Bridge Condition - Channel
- 20.0%Good
- 60.0%Satisfactory
- 20.0%Fair
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Structure Number: 454, Location: BETWEEN EXITS 42 AND 44 (Lat: 41.916828, Lng: -72.623339), Route carried "on" structure: Interstate 91, Year Built: 1959, Year Reconstructed: 1991, Status: Open, Structure Length: 51.77m (169.85ft), Average Daily Traffic: 108,200 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 160,774 (year 2035), Design Load: HS 20, Features Intersected: CT RIVER,AMTRAK,RTE 159
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.791, Lanes on structure: 8, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 32 degrees, Navigation Control: Yes ( Vertical Clearance: 9.1m (29.9ft), Horizontal Clearance: 51.2m (168.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 4, Length of Maximum Span: 54.0m (177.2ft), Curb-To-Curb Width: 40.2m (131.9ft), Out-to-Out Width: 42.9m (140.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2019, Underwater Inspection Date: September 2019, Total Project Cost: $31,800,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 454, Location: BETWEEN EXITS 42 AND 44 (Lat: 41.916828, Lng: -72.623339), Route carried "on" structure: Interstate 91, Year Built: 1959, Year Reconstructed: 1991, Status: Open, Structure Length: 51.77m (169.85ft), Average Daily Traffic: 108,200 (year 2015), Truck Traffic: 14%, Average Future Daily Traffic: 160,774 (year 2035), Design Load: HS 20, Features Intersected: CT RIVER,AMTRAK,RTE 159
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.791, Lanes on structure: 8, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 32 degrees, Navigation Control: Yes ( Vertical Clearance: 9.1m (29.9ft), Horizontal Clearance: 51.2m (168.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 4, Length of Maximum Span: 54.0m (177.2ft), Curb-To-Curb Width: 40.2m (131.9ft), Out-to-Out Width: 42.9m (140.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2019, Underwater Inspection Date: September 2019, Total Project Cost: $31,800,000 ( Estimate for 2016), 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: 1599, Location: AT EAST GRANBY TOWN LINE (Lat: 41.928033, Lng: -72.694725), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 5.71m (18.73ft), Average Daily Traffic: 109 (year 2021), Average Future Daily Traffic: 162 (year 2041), Design Load: HS 20, Features Intersected: SSR 401, Facility Carried by Structure: AIRPORT PERIM. RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1599, Location: AT EAST GRANBY TOWN LINE (Lat: 41.928033, Lng: -72.694725), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 5.71m (18.73ft), Average Daily Traffic: 109 (year 2021), Average Future Daily Traffic: 162 (year 2041), Design Load: HS 20, Features Intersected: SSR 401, Facility Carried by Structure: AIRPORT PERIM. RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3785, Location: .44 MI NORTH WINDSOR TL (Lat: 41.910708, Lng: -72.626344), Route carried "on" structure: State highway 159, Year Built: 1974, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 3,200 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 4,755 (year 2036), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.003, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3785, Location: .44 MI NORTH WINDSOR TL (Lat: 41.910708, Lng: -72.626344), Route carried "on" structure: State highway 159, Year Built: 1974, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 3,200 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 4,755 (year 2036), Design Load: HS 20, Features Intersected: AMTRAK RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.003, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 5726, Location: 200 FT NORTH WINDSOR TL. (Lat: 41.904869, Lng: -72.624992), Route carried "on" structure: State highway 159, Year Built: 1988, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 3,600 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 5,349 (year 2039), Design Load: HS 20+Mod, Features Intersected: WATER WORKS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.376, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 5726, Location: 200 FT NORTH WINDSOR TL. (Lat: 41.904869, Lng: -72.624992), Route carried "on" structure: State highway 159, Year Built: 1988, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 3,600 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 5,349 (year 2039), Design Load: HS 20+Mod, Features Intersected: WATER WORKS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.376, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 6074, Location: 0.1 MI E OF ROUTE 159 (Lat: 41.929153, Lng: -72.624306), Route carried "on" structure: State highway 140, Year Built: 1992, Status: Open, Structure Length: 34.63m (113.62ft), Average Daily Traffic: 14,900 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 22,140 (year 2036), Design Load: HS 20, Features Intersected: CONNECTICUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.233, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 7, Length of Maximum Span: 49.1m (161.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 79.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2020, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6074, Location: 0.1 MI E OF ROUTE 159 (Lat: 41.929153, Lng: -72.624306), Route carried "on" structure: State highway 140, Year Built: 1992, Status: Open, Structure Length: 34.63m (113.62ft), Average Daily Traffic: 14,900 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 22,140 (year 2036), Design Load: HS 20, Features Intersected: CONNECTICUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.233, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 7, Length of Maximum Span: 49.1m (161.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 79.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2020, Underwater Inspection Date: May 2021, 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: 6094, Location: 2.6 MI NORTH OF ROUTE 75 (Lat: 41.904350, Lng: -72.634781), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 3,700 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 5,498 (year 2036), Design Load: HS 20, Features Intersected: INTERSTATE-91, Facility Carried by Structure: SOUTH CENTER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.366, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, 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: 13.4m (44.0ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6094, Location: 2.6 MI NORTH OF ROUTE 75 (Lat: 41.904350, Lng: -72.634781), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 3,700 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 5,498 (year 2036), Design Load: HS 20, Features Intersected: INTERSTATE-91, Facility Carried by Structure: SOUTH CENTER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.366, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, 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: 13.4m (44.0ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, 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: 6095, Location: 0.1 MI SOUTH OF ROUTE 159 (Lat: 41.911222, Lng: -72.628539), Route carried "on" structure: State highway 569, Year Built: 1992, Status: Open, Structure Length: 8.74m (28.67ft), Average Daily Traffic: 5,600 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 8,321 (year 2036), Design Load: HS 20, Features Intersected: DIBBLE HOLLOW BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 77.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6095, Location: 0.1 MI SOUTH OF ROUTE 159 (Lat: 41.911222, Lng: -72.628539), Route carried "on" structure: State highway 569, Year Built: 1992, Status: Open, Structure Length: 8.74m (28.67ft), Average Daily Traffic: 5,600 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 8,321 (year 2036), Design Load: HS 20, Features Intersected: DIBBLE HOLLOW BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 77.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, 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: 6154, Location: 50' EAST OF JCT ROUTE 159 (Lat: 41.929269, Lng: -72.627036), Route carried "on" structure: State highway 140, Year Built: 1952, Year Reconstructed: 1992, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 14,900 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 22,140 (year 2036), Design Load: HS 20, Features Intersected: WINDSOR LOCKS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.5m (8.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6154, Location: 50' EAST OF JCT ROUTE 159 (Lat: 41.929269, Lng: -72.627036), Route carried "on" structure: State highway 140, Year Built: 1952, Year Reconstructed: 1992, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 14,900 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 22,140 (year 2036), Design Load: HS 20, Features Intersected: WINDSOR LOCKS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.5m (8.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 454, Location: BETWEEN EXITS 42 AND 44 (Lat: 41.916828, Lng: -72.623339), Route carried "under" structure: State highway 159, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 7,700 (year 2016), Truck Traffic: 6%, Features Intersected: CT RIVER,AMTRAK,RTE 159, Facility Carried by Structure: INTERSTATE 91
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 13.712, Lanes on structure: 8, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.0m (177.2ft)
Structure Number: 454, Location: BETWEEN EXITS 42 AND 44 (Lat: 41.916828, Lng: -72.623339), Route carried "under" structure: State highway 159, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 7,700 (year 2016), Truck Traffic: 6%, Features Intersected: CT RIVER,AMTRAK,RTE 159, Facility Carried by Structure: INTERSTATE 91
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 13.712, Lanes on structure: 8, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.0m (177.2ft)
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Structure Number: 1599, Location: AT EAST GRANBY TOWN LINE (Lat: 41.928033, Lng: -72.694725), Route carried "under" structure: State highway 401, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 16,900 (year 2015), Truck Traffic: 2%, Features Intersected: SSR 401, Facility Carried by Structure: AIRPORT PERIM. RD
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 1.271, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 1599, Location: AT EAST GRANBY TOWN LINE (Lat: 41.928033, Lng: -72.694725), Route carried "under" structure: State highway 401, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 16,900 (year 2015), Truck Traffic: 2%, Features Intersected: SSR 401, Facility Carried by Structure: AIRPORT PERIM. RD
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 1.271, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 6094, Location: 2.6 MI NORTH OF ROUTE 75 (Lat: 41.904350, Lng: -72.634781), Route carried "under" structure: Interstate 91, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 110,800 (year 2015), Truck Traffic: 14%, Features Intersected: INTERSTATE-91, Facility Carried by Structure: SOUTH CENTER ST
Minimum Vertical Clearance: 6.68m (21.92ft), Kilometerpoint: 78.246, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft)
Structure Number: 6094, Location: 2.6 MI NORTH OF ROUTE 75 (Lat: 41.904350, Lng: -72.634781), Route carried "under" structure: Interstate 91, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 110,800 (year 2015), Truck Traffic: 14%, Features Intersected: INTERSTATE-91, Facility Carried by Structure: SOUTH CENTER ST
Minimum Vertical Clearance: 6.68m (21.92ft), Kilometerpoint: 78.246, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft)