Bridge Statistics for Ansonia, Connecticut (CT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 174ft / 52.6mTotal length
- 249,270Total average daily traffic
- 11,367Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ansonia
- No street view available for this location
- New bridges - historical statistics
- 51950-1959
- 11970-1979
- 11990-1999
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 14.3%Very good
- 42.9%Good
- 42.9%Satisfactory
- Bridge Condition - Superstructure
- 42.9%Good
- 57.1%Satisfactory
- Bridge Condition - Substructure
- 57.1%Good
- 42.9%Satisfactory
- Bridge Condition - Channel
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: 579, Location: 1.5 MI NORTH OF ROUTE 34 (Lat: 41.339261, Lng: -73.092311), Route carried "on" structure: State highway 8, Year Built: 1956, Year Reconstructed: 1990, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 61,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 90,640 (year 2038), Design Load: HS 20, Features Intersected: DIVISION STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.062, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 70.0 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: 53.8 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 579, Location: 1.5 MI NORTH OF ROUTE 34 (Lat: 41.339261, Lng: -73.092311), Route carried "on" structure: State highway 8, Year Built: 1956, Year Reconstructed: 1990, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 61,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 90,640 (year 2038), Design Load: HS 20, Features Intersected: DIVISION STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.062, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 70.0 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: 53.8 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 58, Location: 2.0 MI N OF ROUTE 34 (Lat: 41.345864, Lng: -73.093711), Route carried "on" structure: State highway 8, Year Built: 1957, Year Reconstructed: 1989, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 63,800 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 94,800 (year 2038), Design Load: HS 20, Features Intersected: JACKSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.818, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.5 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: 67.1 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 58, Location: 2.0 MI N OF ROUTE 34 (Lat: 41.345864, Lng: -73.093711), Route carried "on" structure: State highway 8, Year Built: 1957, Year Reconstructed: 1989, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 63,800 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 94,800 (year 2038), Design Load: HS 20, Features Intersected: JACKSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.818, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.5 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: 67.1 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 582, Location: 2.9 MI NORTH OF ROUTE 34 (Lat: 41.359300, Lng: -73.092714), Route carried "on" structure: State highway 334, Year Built: 1959, Year Reconstructed: 1991, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 9,200 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 13,670 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.5 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: 39.9 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 582, Location: 2.9 MI NORTH OF ROUTE 34 (Lat: 41.359300, Lng: -73.092714), Route carried "on" structure: State highway 334, Year Built: 1959, Year Reconstructed: 1991, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 9,200 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 13,670 (year 2035), Design Load: HS 20, Features Intersected: ROUTE 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.5 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: 39.9 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 659, Location: 0.2 MI E OF I-95 (Lat: 41.365881, Lng: -72.068528), Route carried "on" structure: State highway 184, Year Built: 2002, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 18,200 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 27,043 (year 2037), Design Load: HS 20, Features Intersected: ROUTE 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 5, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 30.6m (100.4ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.7m (84.3ft), Curb-To-Curb Width: 30.6m (100.4ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 60.9 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: 47.0 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 659, Location: 0.2 MI E OF I-95 (Lat: 41.365881, Lng: -72.068528), Route carried "on" structure: State highway 184, Year Built: 2002, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 18,200 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 27,043 (year 2037), Design Load: HS 20, Features Intersected: ROUTE 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 5, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 30.6m (100.4ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.7m (84.3ft), Curb-To-Curb Width: 30.6m (100.4ft), Out-to-Out Width: 32.2m (105.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 60.9 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: 47.0 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1592, Location: 50 FT WEST OF ROUTE 115 (Lat: 41.344819, Lng: -73.086967), Route carried "on" structure: State highway 334, Year Built: 1958, Year Reconstructed: 2011, Status: Open, Structure Length: 13.44m (44.09ft), Average Daily Traffic: 8,400 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 12,482 (year 2035), Design Load: HL 93, Features Intersected: NAUGATUCK RIVER & MN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.936, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.1 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: 33.0 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: Meets minimum limits, Underclear: High priority of corrective action, 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: May 2021, Underwater Inspection Date: December 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: 1592, Location: 50 FT WEST OF ROUTE 115 (Lat: 41.344819, Lng: -73.086967), Route carried "on" structure: State highway 334, Year Built: 1958, Year Reconstructed: 2011, Status: Open, Structure Length: 13.44m (44.09ft), Average Daily Traffic: 8,400 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 12,482 (year 2035), Design Load: HL 93, Features Intersected: NAUGATUCK RIVER & MN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.936, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.1 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: 33.0 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: Meets minimum limits, Underclear: High priority of corrective action, 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: May 2021, Underwater Inspection Date: December 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: 2559, Location: 0.2 MI NO. OF WINDHAM TL (Lat: 41.731428, Lng: -72.200453), Route carried "on" structure: State highway 195, Year Built: 1973, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 15,400 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 22,883 (year 2037), Design Load: HS 20, Features Intersected: US ROUTE 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 2 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: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 35.6 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: 27.5 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2559, Location: 0.2 MI NO. OF WINDHAM TL (Lat: 41.731428, Lng: -72.200453), Route carried "on" structure: State highway 195, Year Built: 1973, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 15,400 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 22,883 (year 2037), Design Load: HS 20, Features Intersected: US ROUTE 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 2 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: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 35.6 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: 27.5 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4183, Location: 0.1 MI W OF ROUTE 115 (Lat: 41.330806, Lng: -73.078944), Route carried "on" structure: State highway 853, Year Built: 2004, Status: Open, Structure Length: 13.96m (45.80ft), Average Daily Traffic: 15,200 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 22,586 (year 2035), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER,S DIV ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 79.2m (259.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.8 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: 31.4 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4183, Location: 0.1 MI W OF ROUTE 115 (Lat: 41.330806, Lng: -73.078944), Route carried "on" structure: State highway 853, Year Built: 2004, Status: Open, Structure Length: 13.96m (45.80ft), Average Daily Traffic: 15,200 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 22,586 (year 2035), Design Load: HS 20, Features Intersected: NAUGATUCK RIVER,S DIV ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 79.2m (259.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.8 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: 31.4 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5516, Location: 0.7 MI N OF ROUTE 243 (Lat: 41.342150, Lng: -73.072503), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,200 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 3,269 (year 2032), Features Intersected: BEAVER BROOK, Facility Carried by Structure: JEWETT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5516, Location: 0.7 MI N OF ROUTE 243 (Lat: 41.342150, Lng: -73.072503), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,200 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 3,269 (year 2032), Features Intersected: BEAVER BROOK, Facility Carried by Structure: JEWETT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 657, Location: 2000' EAST OF RTE. 115 (Lat: 41.344256, Lng: -73.071147), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 570 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 847 (year 2032), Features Intersected: BEAVER BROOK, Facility Carried by Structure: ORCHARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.9m (25.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 657, Location: 2000' EAST OF RTE. 115 (Lat: 41.344256, Lng: -73.071147), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 570 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 847 (year 2032), Features Intersected: BEAVER BROOK, Facility Carried by Structure: ORCHARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.9m (25.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 582, Location: 2.9 MI NORTH OF ROUTE 34 (Lat: 41.359300, Lng: -73.092714), Route carried "under" structure: State highway 8, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 55,300 (year 2018), Truck Traffic: 2%, Features Intersected: ROUTE 8, Facility Carried by Structure: ROUTE 334
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 25.379, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 582, Location: 2.9 MI NORTH OF ROUTE 34 (Lat: 41.359300, Lng: -73.092714), Route carried "under" structure: State highway 8, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 55,300 (year 2018), Truck Traffic: 2%, Features Intersected: ROUTE 8, Facility Carried by Structure: ROUTE 334
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 25.379, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)